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13 pages, 1983 KiB  
Article
Estimation of the Water Footprint of Wood Construction in Chile Using a Streamlined Input–Output-Based Model
by Ximena Vallejos, Steven Hidalgo, Belén González and Patricio Neumann
Sustainability 2025, 17(3), 1061; https://doi.org/10.3390/su17031061 - 28 Jan 2025
Abstract
Wood construction is often proposed to reduce the construction sector’s greenhouse gas emissions due to its carbon sequestration potential. However, forestry significantly impacts natural water flows and increases water use—a critical concern in Chile. This study evaluates the water footprint of wood construction [...] Read more.
Wood construction is often proposed to reduce the construction sector’s greenhouse gas emissions due to its carbon sequestration potential. However, forestry significantly impacts natural water flows and increases water use—a critical concern in Chile. This study evaluates the water footprint of wood construction in Chile, considering direct and indirect water consumption under various scenarios. An input–output model was developed to quantify economic interactions, incorporating a new wood-construction sector based on data from a model house. An environmental extension matrix was also created to account for blue water (groundwater and surface water extraction) and green water (rainwater absorbed from soil) consumption. Future scenarios for the residential building sector were defined based on different growth rates for wood-based construction and current construction methods, and the model was resolved using the scenarios as demand vectors. The results indicate that wood construction’s water footprint is 2.38–2.47 times higher than conventional construction methods, with over 64% linked to forestry’s green water demand. By 2050, increased wood construction could raise the sector’s total water footprint by 30.0–31.8%. These findings underscore the need to assess water consumption as a critical sustainability parameter for wood construction and highlight the value of tools like the water footprint to guide decision-making. Full article
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Figure 1
<p>Projections of total water footprint from 2020 to 2050 for the different scenarios of residential construction in Chile. S0 <span class="html-fig-inline" id="sustainability-17-01061-i001"><img alt="Sustainability 17 01061 i001" src="/sustainability/sustainability-17-01061/article_deploy/html/images/sustainability-17-01061-i001.png"/></span>; S1 <span class="html-fig-inline" id="sustainability-17-01061-i002"><img alt="Sustainability 17 01061 i002" src="/sustainability/sustainability-17-01061/article_deploy/html/images/sustainability-17-01061-i002.png"/></span>; S2 <span class="html-fig-inline" id="sustainability-17-01061-i003"><img alt="Sustainability 17 01061 i003" src="/sustainability/sustainability-17-01061/article_deploy/html/images/sustainability-17-01061-i003.png"/></span>; S3 <span class="html-fig-inline" id="sustainability-17-01061-i004"><img alt="Sustainability 17 01061 i004" src="/sustainability/sustainability-17-01061/article_deploy/html/images/sustainability-17-01061-i004.png"/></span>. (<b>a</b>) Results according to the WFN method. (<b>b</b>) Results according to the NG method.</p>
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<p>Contribution of the different economic sectors to the blue water footprint. (<b>a</b>) Analysis of contribution to conventional construction. (<b>b</b>) Analysis of contribution for wood construction. The ten sectors with the highest contribution are highlighted.</p>
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13 pages, 808 KiB  
Article
Empirical Relationships of the Characteristics of Standing Trees with the Dynamic Modulus of Elasticity of Japanese Cedar (Cryptomeria japonica) Logs: Case Study in the Kyoto Prefecture
by Kiichi Harada, Yasutaka Nakata, Masahiko Nakazawa, Keisuke Kojiro and Keiko Nagashima
Forests 2025, 16(2), 244; https://doi.org/10.3390/f16020244 - 27 Jan 2025
Abstract
With growing worldwide interest in constructing larger and taller wooden buildings, wood properties, such as the dynamic modulus of elasticity (MOEdyn), have become increasingly important. However, the MOEdyn of trees and [...] Read more.
With growing worldwide interest in constructing larger and taller wooden buildings, wood properties, such as the dynamic modulus of elasticity (MOEdyn), have become increasingly important. However, the MOEdyn of trees and logs has rarely been considered in forest management because a method for estimating the MOEdyn of logs based on standing tree characteristics has been lacking. Herein, we explored the multiple relationships between the MOEdyn of logs and standing tree characteristics of Japanese cedar (Cryptomeria japonica) such as tree height, diameter at breast height (DBH), and tree age, including the stress-wave velocity of the tree, which is known to be correlated with the MOEdyn of logs. The relationship between the MOEdyn of logs and standing tree characteristics was investigated by considering the bucking position. Different trends between the bottom logs and upper logs were found for all characteristics, showing a multiple trend of tree characteristics with the MOEdyn of logs based on the bucking position. The top three generalised linear mixed models for the prediction of the MOEdyn of logs showed relatively high accuracies when the bucking position was considered as a random effect. Although the contribution of the stress-wave velocity of the tree was relatively high, adding tree age improved the accuracy of the model, and this model was selected as the top model. The model for the bottom log, utilising the stress-wave velocity and age of the tree as explanatory variables, was highly explanatory (R2 = 0.70); however, the best model for upper logs was only moderately explanatory (R2 = 0.44). In addition, tree height and DBH were selected as explanatory variables along with tree age in the second and third models, which suggested the importance of growth rate rather than tree size. Therefore, adding correlates associated to characteristics related to height growth, such as site index, and DBH growth, such as stand density, is expected to improve model accuracy. Full article
35 pages, 6206 KiB  
Article
Numerical Study of Integrating Thermal Insulation Local Bio-Sourced Materials into Walls and Roofs for Thermal Comfort Improvement in Buildings in a Tropical Climate
by Kokou Dowou, Yawovi Nougbléga, Kokou Aménuvéla Toka and Komi Apélété Amou
Constr. Mater. 2025, 5(1), 4; https://doi.org/10.3390/constrmater5010004 - 22 Jan 2025
Viewed by 240
Abstract
Thermal insulation is a reliable strategy for achieving optimal thermal comfort in built environments and is among the most effective energy-saving measures. Currently, environmentally friendly insulation materials produced from plant and animal fibers constitute a significant component of the building industry, largely due [...] Read more.
Thermal insulation is a reliable strategy for achieving optimal thermal comfort in built environments and is among the most effective energy-saving measures. Currently, environmentally friendly insulation materials produced from plant and animal fibers constitute a significant component of the building industry, largely due to their minimal embodied energy and concerns about certain synthetic insulation materials’ potential adverse health effects. The main objective of the present study is to encourage and facilitate the utilization of environmentally friendly thermal insulation materials derived from biological sources, including vegetal and animal fibers, to improve thermal comfort and consequently reduce energy consumption in buildings. The study attempts to simulate the indoor air temperature profiles of a single building constructed using locally sourced materials and insulated in a series of stages with the aforementioned insulation materials. Firstly, insulation is applied exclusively to the roof. Secondly, the insulation is applied to the remaining wall surfaces. Alternatively, the insulation is applied to both the roof and the wall surfaces simultaneously. The objective is to ascertain the optimal combination of bio- and geo-insulating materials to achieve thermal comfort in buildings constructed with local materials in tropical climates. The Gauss-Seidel iterative method was employed to solve the energy equations that had been written on the walls and roof of the building. The equations were then discretized using the nodal method. To ascertain the thermal comfort of the simulated buildings, a comparison was made of the indoor air temperatures. The results of the simulations demonstrated that the utilization of wood fiber, reed panels, and straw bales as insulation materials led to a notable enhancement in comfort levels across all five building types, with an average increase of 17.5%. Among these materials, wood fiber emerged as the most effective insulation option, reducing temperatures by up to 19%. Its integration into the sheet metal-clad Banco building would be particularly advantageous. The findings demonstrate that the simultaneous insulation of walls and roofs with natural fiber thermal insulation materials markedly reduces indoor air and wall temperatures in buildings by up to 19% in comparison to uninsulated walls and roofs. Full article
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<p>Mean daily sunshine and ambient temperature for a typical day in March (14 March 2024).</p>
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<p>Descriptive diagram of the various modes of heat exchange occurring within the living building envelope.</p>
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<p>Diagram illustrating the implementation of the insulation in the roof and the wall.</p>
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<p>Model validation.</p>
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<p>Variation in indoor air temperature (Tairh) of cement block wall building covered with cement concrete slabs as a function of different insulating materials, (<b>a</b>) roof; (<b>b</b>) walls.</p>
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<p>Variation in indoor air temperature (Tairh) of cinder block wall building covered with cement concrete slab as a function of different insulating materials, applied simultaneously to the external walls and the internal roof.</p>
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<p>Indoor air temperature profile (Tairh) of natural stone wall building covered with corrugated iron roofing according to different insulating materials; (<b>a</b>) roof; (<b>b</b>) walls.</p>
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<p>Indoor air temperature profile (Tairh) of natural stone wall building covered with corrugated iron roofing according to different insulating materials, applied simultaneously to the external walls and the internal roof.</p>
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<p>Indoor air temperature profile of the home (Tairh) of wooden walls building covered with sheet metal roofs according to different insulating materials; (<b>a</b>) roof, (<b>b</b>) walls.</p>
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<p>Variation in indoor air temperature (Tairh) of wooden wall buildings covered with cement concrete slab as a function of different insulating materials, applied simultaneously to the external walls and the internal roof.</p>
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<p>Variation in indoor air temperature (Tairh) of stabilized earth brick (SEB) wall building covered with sheet metal roofing as a function of different insulating materials, (<b>a</b>) roof; (<b>b</b>) walls.</p>
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<p>Variation in indoor air temperature (Tairh) of stabilized earth brick (SEB) wall building covered with sheet metal roofing as a function of different insulating materials, applied simultaneously to the external walls and the internal roof.</p>
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<p>Variation in indoor air temperature (Tairh) of banco wall building covered with sheet metal roofing as a function of different insulating materials; (<b>a</b>) roof, (<b>b</b>) walls.</p>
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<p>Evolution of the temperature profile of the indoor air of the dwelling (Tairh) of banco wall building covered with sheet metal roofs as a function of different materials, applied simultaneously to the external walls and the internal roof.</p>
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<p>Comparison of indoor air temperature as a function of insulated bio-sourced materials.</p>
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<p>Comparison of indoor air temperature as a function of insulated bio-sourced materials.</p>
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<p>Comparison of indoor air temperature as a function of insulated bio-sourced materials.</p>
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<p>Influence of solar flux on air temperature inside the building.</p>
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<p>Influence of maximum temperature on indoor air temperature.</p>
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<p>Influence of minimum temperature on air temperature in the house.</p>
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<p>Influence of thickness on air temperature in the house.</p>
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<p>Temperature profile for the external and internal walls of the roof.</p>
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<p>Temperature profile of the inside and outside of the southern wall.</p>
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<p>Temperature profile of the inside and outside of the northern wall.</p>
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<p>Temperature profile of the inside and outside of the western wall.</p>
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<p>Temperature profile of the inside and outside of the eastern wall.</p>
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<p>Comparison of air temperatures in different types of insulated and uninsulated buildings.</p>
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27 pages, 8980 KiB  
Review
Review of Nondestructive Testing (NDT) Techniques for Timber Structures
by Ziad Azzi, Houssam Al Sayegh, Omar Metwally and Mohamed Eissa
Infrastructures 2025, 10(2), 28; https://doi.org/10.3390/infrastructures10020028 - 22 Jan 2025
Viewed by 359
Abstract
The widespread adoption of wood in construction is driven by its sustainability, cost-effectiveness, and esthetic appeal. The construction of wood buildings often requires minimal specialized equipment, contributing to affordability and higher demand for wood-frame structures. Wood is considered more sustainable than other building [...] Read more.
The widespread adoption of wood in construction is driven by its sustainability, cost-effectiveness, and esthetic appeal. The construction of wood buildings often requires minimal specialized equipment, contributing to affordability and higher demand for wood-frame structures. Wood is considered more sustainable than other building materials, such as steel or concrete, for several reasons, including its renewable nature, low embodied energy, carbon sequestration, energy efficiency, and biodegradability, among others. In the United States, wood is the most common material used in building construction. While many of the structures are single-family homes, wood framing is also prevalent in larger apartment complexes, as well as commercial and industrial buildings. Timber has also been traditionally used for bridge construction, and recently, it has been considered again for the construction of new bridges. Over time, wood-frame construction has developed from a basic method for primitive shelters into a sophisticated field of structural design. As an eco-friendly resource, wood is crucial for promoting sustainable building practices. However, ensuring the long-term performance and safety of timber structures is essential. Regular inspections and testing of wooden structures are important to identify signs of wear, damage, or decay. One type of testing which is gaining popularity is nondestructive testing (NDT). NDT techniques have become invaluable for assessing the condition of timber components because such techniques are non-invasive in nature and do not cause damage, ensuring that structures remain functional with minimal disruptions. These methods provide critical insights into the structural integrity and operational efficiency of wood under sustained loads and in inclement environments. This article examines various NDT techniques used to evaluate timber structures, highlighting their capabilities, as well as advantages and limitations. It also discusses the importance of wood in advancing sustainability within the construction industry and emphasizes the need for accurate and reliable assessment methods to enhance the use of timber as an environmentally friendly building material. By incorporating NDT practices into regular inspection and maintenance protocols for buildings, bridges, and other structures, various stakeholders can ensure the durability, longevity, and safety of timber structures, thereby contributing to the progress and advancement of sustainable construction practices worldwide. Full article
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Figure 1
<p>Typical structural elements (Courtesy of Aghayere &amp; Vigil [<a href="#B1-infrastructures-10-00028" class="html-bibr">1</a>]).</p>
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<p>Examples of timber bridges constructed with (<b>a</b>) sawn lumber, (<b>b</b>) glulam timber, and (<b>c</b>) steel/wood composite section (Courtesy of Brashaw et al. [<a href="#B5-infrastructures-10-00028" class="html-bibr">5</a>]).</p>
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<p>Examples of shakes, splits, checks, and knots (Courtesy of Aghayere &amp; Vigil [<a href="#B1-infrastructures-10-00028" class="html-bibr">1</a>]).</p>
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<p>The resistance method (Courtesy of Palma &amp; Steiger [<a href="#B13-infrastructures-10-00028" class="html-bibr">13</a>]).</p>
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<p>Representation of the capacitance method for measuring the moisture content (MC) (Courtesy of Riggio et al. [<a href="#B32-infrastructures-10-00028" class="html-bibr">32</a>]).</p>
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<p>The hygrometric method (Courtesy of Palma &amp; Steiger [<a href="#B13-infrastructures-10-00028" class="html-bibr">13</a>]).</p>
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<p>Static bending technique (Courtesy of Ross [<a href="#B9-infrastructures-10-00028" class="html-bibr">9</a>]).</p>
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<p>Forced vibration testing with truck passing over long span bridge (Courtesy of Horyna et al. [<a href="#B35-infrastructures-10-00028" class="html-bibr">35</a>]).</p>
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<p>Typical free transverse vibration test setup (Courtesy of França et al. [<a href="#B34-infrastructures-10-00028" class="html-bibr">34</a>]).</p>
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<p>Stress wave propagation in sound timber (<b>left</b>) and decayed timber (<b>right</b>) (Courtesy of Dackermann et al. [<a href="#B38-infrastructures-10-00028" class="html-bibr">38</a>]).</p>
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<p>Drill resistance in two orthogonal directions (Courtesy of Brunetti et al. [<a href="#B40-infrastructures-10-00028" class="html-bibr">40</a>]).</p>
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<p>Schematic drawing of the thermographic setup (Courtesy of Meinlschmidt [<a href="#B42-infrastructures-10-00028" class="html-bibr">42</a>]).</p>
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<p>Screw withdrawal force meter (Designed by Fakopp Enterprise Bt., Hungary).</p>
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<p>The pin-pushing device used for in situ testing (Courtesy of Kloiber et al. [<a href="#B44-infrastructures-10-00028" class="html-bibr">44</a>]).</p>
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<p>Setup of X-ray test (<b>left</b>) and a radiograph (<b>right</b>) showing internal defects (Courtesy of Riggio et al. [<a href="#B32-infrastructures-10-00028" class="html-bibr">32</a>]).</p>
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<p>Example of GPR data (Courtesy of Riggio et al. [<a href="#B32-infrastructures-10-00028" class="html-bibr">32</a>]).</p>
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<p>Schematic of various wave propagation modes (<b>a</b>) direct longitudinal, (<b>b</b>) indirect longitudinal, (<b>c</b>) transverse and (<b>d</b>) semi-direct and (<b>e</b>) indirect longitudinal transmission (Courtesy of Dackermann et al. [<a href="#B38-infrastructures-10-00028" class="html-bibr">38</a>]).</p>
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<p>Setup of stress wave tomography technique (on the <b>left</b>) and the corresponding tomograph (on the <b>right</b>) (Courtesy of Dackermann et al. [<a href="#B38-infrastructures-10-00028" class="html-bibr">38</a>]).</p>
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<p>Results of an ultrasonic echo scan on a specimen (Courtesy of Hasenstab et al. [<a href="#B49-infrastructures-10-00028" class="html-bibr">49</a>]).</p>
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<p>An illustration of a piezoelectric transducer (PZT) used to acquire the AE signal and convert it to an electrical signal (Courtesy of Unnþórsson [<a href="#B51-infrastructures-10-00028" class="html-bibr">51</a>]).</p>
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<p>Flowchart summarizing all applicable NDT methods to timber structures.</p>
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12 pages, 17479 KiB  
Article
Epoxy as an Alternative Resin in Particleboard Production with Pine Wood Residues: Physical, Mechanical, and Microscopical Analyses of Panels at Three Resin Proportions
by Antonio José Santos Junior, Marjorie Perosso Herradon, Matheus Viana de Souza, Sergio Augusto Mello da Silva, Victor Almeida De Araujo, Diego Henrique de Almeida, Herisson Ferreira dos Santos and André Luis Christoforo
Forests 2025, 16(2), 196; https://doi.org/10.3390/f16020196 - 22 Jan 2025
Viewed by 499
Abstract
Given the construction challenges and the impacts of industrial waste generation and the implications of using chemical adhesives, this study aims to evaluate epoxy as an alternative resin, whose application in the production of wood particleboards is still underexplored. In this regard, its [...] Read more.
Given the construction challenges and the impacts of industrial waste generation and the implications of using chemical adhesives, this study aims to evaluate epoxy as an alternative resin, whose application in the production of wood particleboards is still underexplored. In this regard, its results were compared with those of widely used adhesives, such as urea-formaldehyde (UF). Pine wood particles were used, and epoxy resin was applied as a binder in 5%, 10%, and 15% proportions. Panels were manufactured under pressing parameters of 5 N/mm2 for 10 min at 110 °C. Physical and mechanical properties of panels were evaluated using Brazilian, European, and American standards. The results showed that epoxy resin is potentially convenient for the particleboard industry, as the 15% trait panels met the P4 class criteria in the Brazilian and European standards and D-2 for the American code, and the 10% trait panels achieved the M-3i class for the American document. Although 5% adhesive was insufficient to envelop wood particles, these traits with greater percentages reached high enveloping ratings in the scanning electron microscopy (SEM) test, making epoxy resin viable for the panel industry as a potential alternative to formaldehyde-based adhesives. Full article
(This article belongs to the Special Issue Wood Quality and Mechanical Properties: 2nd Edition)
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Figure 1
<p>Laboratory processes: (<b>a</b>) pine shavings; (<b>b</b>) wooden particle processing using knife mill; and (<b>c</b>) epoxy resin and hardener.</p>
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<p>Laboratory processes: (<b>a</b>) weighing of pinewood used for the granulometric test; (<b>b</b>) granulometric test of the particles; and (<b>c</b>) determination of specific mass of pinewood particles.</p>
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<p>Laboratory processes: (<b>a</b>) air-dried particles; and (<b>b</b>) moisture content test of the particles.</p>
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<p>Laboratory processes: (<b>a</b>) resin weighing; (<b>b</b>) resin homogenization with the hardener; (<b>c</b>) resin application to the particles; (<b>d</b>) particle homogenization in a mechanical rotative mixer.</p>
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<p>Laboratory processes: (<b>a</b>) particles before pressing; (<b>b</b>) temperature control; and (<b>c</b>) panels after pressing.</p>
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<p>Laboratory processes related to specimens: (<b>a</b>) dimensioning with a digital caliper; (<b>b</b>) measurement with a caliper; and (<b>c</b>) samples submerged in deionized water.</p>
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<p>Panel evaluation: (<b>a</b>) static bending test; (<b>b</b>) specimen after the static bending; (<b>c</b>) perpendicular tensile test; and (<b>d</b>) specimen after the perpendicular tensile test.</p>
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<p>(<b>a</b>) Surface of the specimen from the 5EP mixture. (<b>b</b>) Surface of the specimen from the 10EP mixture. (<b>c</b>) Surface of the specimen from the 15EP mixture.</p>
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27 pages, 3414 KiB  
Review
Circular Economy Solutions: The Role of Thermoplastic Waste in Material Innovation
by Princess Claire D. Ochigue, Maricar A. Aguilos, Arnold A. Lubguban and Hernando P. Bacosa
Sustainability 2025, 17(2), 764; https://doi.org/10.3390/su17020764 - 19 Jan 2025
Viewed by 1664
Abstract
Plastics play an indispensable role in modern society, yet their long-term durability poses severe environmental challenges, with mismanaged waste polluting ecosystems worldwide. The transition to a circular economy emphasizes the importance of recycling and resource recovery to mitigate these impacts. While conventional disposal [...] Read more.
Plastics play an indispensable role in modern society, yet their long-term durability poses severe environmental challenges, with mismanaged waste polluting ecosystems worldwide. The transition to a circular economy emphasizes the importance of recycling and resource recovery to mitigate these impacts. While conventional disposal methods like mechanical and chemical recycling or incineration face limitations such as quality degradation, high costs, or pollutant emissions, value-added approaches present an innovative solution. This review explores the potential of integrating recycled plastic waste into composite materials to enhance performance and sustainability. Focusing on diverse strategies, the paper highlights the use of recycled plastics in combination with fibers, wood, metal, concrete, glass, rubber, textiles, and foam. These composites demonstrate superior mechanical, thermal, and chemical properties, enabling applications across industries like construction, automotive, aerospace, and furniture. Furthermore, various roles of plastic waste—such as filler, reinforcement, matrix, or additive—are analyzed to showcase advancements in material innovation. By presenting methodologies and outcomes from recent research, this paper underscores the potential of recycled plastics in creating high-performance materials, supporting sustainable development and circular economic goals. Full article
(This article belongs to the Section Waste and Recycling)
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<p>Outline of the paper based on archival literature on recycled plastics.</p>
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<p>Ultimate tensile strength (UTS) of composites as a function of flax fiber volume fraction (V<sub>f</sub>). Adapted from Singleton et al. [<a href="#B54-sustainability-17-00764" class="html-bibr">54</a>]. Error bars indicate the variability in UTS measurements, which becomes more pronounced at higher fiber content.</p>
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<p>The hardness of the material shows a gradual increase with the increasing weight fraction of quartz particulate. Adapted from Sayuti et al. [<a href="#B62-sustainability-17-00764" class="html-bibr">62</a>].</p>
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<p>Mechanical performance comparison of 2/1- and 3/2-laminates with varying metal volume fractions and the presence or absence of inherent adhesion-promoter layers (IAPL), highlighting flexural modulus, bending strength, and bending elongation. Adapted from Nestler et al. [<a href="#B66-sustainability-17-00764" class="html-bibr">66</a>].</p>
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<p>Glass-fiber-reinforced polymer (GFRP) composite (<b>a</b>) impact strength, (<b>b</b>) hardness value, (<b>c</b>) flexural strength, and (<b>d</b>) compressive strength increase with increasing weight of plastic filler material. Adapted from Mahmood et al. [<a href="#B75-sustainability-17-00764" class="html-bibr">75</a>].</p>
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<p>Comparative mechanical properties of PET-reinforced glass fiber samples (PET-0 to PET-4) showing yield stress, stress at break, strain at yield stress, and strain at break. Adapted from Monti et al. [<a href="#B76-sustainability-17-00764" class="html-bibr">76</a>].</p>
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<p>Schematic representation of the interactions between polylactic acid (PLA), coconut fiber, and natural rubber. Adapted from Kaisone et al. [<a href="#B95-sustainability-17-00764" class="html-bibr">95</a>].</p>
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<p>(<b>a</b>) Compressive strength and (<b>b</b>) volume expansion of rigid polyurethane foam (RPUF) incorporating varying weight percentages of pulverized polyvinyl chloride (PVC) and polyethylene terephthalate (PET) fillers. Adapted from Ochigue et al. [<a href="#B98-sustainability-17-00764" class="html-bibr">98</a>].</p>
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<p>Effect of thylene glycidyl methacrylate (E-GMA) content on the impact strength of rHDPE/rPET (75/25 wt%) blends. Adapted from Salleh et al. [<a href="#B102-sustainability-17-00764" class="html-bibr">102</a>].</p>
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<p>Effect of plastic waste replacement on the compressive strength of paving blocks. Adapted from Sandjaya et al. [<a href="#B112-sustainability-17-00764" class="html-bibr">112</a>].</p>
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<p>The shrinkage of the polymer depends on the amount of wood filler and its thermal treatment, with variations observed for untreated filler (1) and fillers modified at 180 °C (2) and 220 °C (3). Adapted from Mukhametzyanov et al. [<a href="#B127-sustainability-17-00764" class="html-bibr">127</a>]. The different colored symbols represent the following: black indicates untreated filler, red indicates filler modified at 180 °C, and blue indicates filler modified at 220 °C. These dis-tinctions were already indicated in the figure title. However, to enhance clarity, we have updated the figure with the following modifications: (1) black for untreated filler, (2) red for filler modified at 180 °C, and (3) blue for filler modified at 220 °C.</p>
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19 pages, 10551 KiB  
Article
Structure Effects on Mechanical Properties of a Novel Engineered Wood Product: Cross-Laminated-Thick Veneers Based on Infinite Splicing Technology
by Yuxin Yang, Juan Hu, Xinguang Ning, Yahui Zhang, Yingqi He, Yingchun Gong, Wenji Yu and Yuxiang Huang
Forests 2025, 16(1), 181; https://doi.org/10.3390/f16010181 - 19 Jan 2025
Viewed by 406
Abstract
With increasing global concern over carbon emissions in the construction industry, cross-laminated-thick veneer (CLTV) has emerged as an innovative green building material with significant potential to promote the achievement of “dual-carbon” goals. This study developed a groove and tenon splicing technique for thick [...] Read more.
With increasing global concern over carbon emissions in the construction industry, cross-laminated-thick veneer (CLTV) has emerged as an innovative green building material with significant potential to promote the achievement of “dual-carbon” goals. This study developed a groove and tenon splicing technique for thick veneers, enabling infinite splicing of the length direction and the preparation of a large-size CLTV measuring 12 m (length) × 3.25 m (width) × 105 mm (thickness). The mechanical properties of CLTV were studied in relation to splice position, assembly pattern of grain directions, and layer combinations. The results showed that increasing the number of // layers (// or ⊥ indicates grain direction of layer parallel or perpendicular to the length direction of CLTV) and using high-level layers significantly improved the compressive strength and reduced the coefficient of variation of CLTV. In terms of bending properties, reasonable splice distribution, placing // layers away from the neutral axis, and elevating layer level dramatically enhanced CLTV performance. Furthermore, the study revealed the synergistic effect among these design elements. The effects of layer level and the number of // layers on mechanical properties varied depending on splice arrangement and assembly pattern of grain directions, highlighting the importance of efficient structural design and raw material selection. This study addresses the limitations of traditional cross-laminated timber in raw material selection and production efficiency. Through structural innovation, it offers a solution for physical design and performance regulation, enabling the application of larger CLTV in wood structures and presenting new ideas for using fast-growing wood to reduce construction emissions. Full article
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<p>Three sizes of thick veneers with grooved and tenoned edges.</p>
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<p>Five splice positions: (<b>a</b>) the surface layer is //; (<b>b</b>) the surface layer is ⊥.</p>
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<p>Six assembly patterns of grain directions: (<b>a</b>) the surface layer is //; (<b>b</b>) the surface layer is ⊥.</p>
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<p>Three combinations of layer levels (Blue represents level 1 layer, and orange represents level 3 layer.): (<b>a</b>) splice position BABAB; (<b>b</b>) splice position BBABB.</p>
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<p>Preparation process of large-size CLTV.</p>
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<p>Distribution of bending property of different levels of thick veneer.</p>
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<p>Compressive properties of CLTVs with different numbers of // layers: (<b>a</b>) the load–displacement curves; (<b>b</b>) compressive strength; (<b>c</b>) the failure modes of compressive specimens.</p>
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<p>Compressive properties of CLTVs with different combinations of layer levels: (<b>a</b>) the load–displacement curves; (<b>b</b>) compressive strength; (<b>c</b>) variable coefficient; (<b>d</b>) the failure modes of compressive specimens (the failure modes of ⊥ layers in red circles).</p>
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<p>Transverse section of different levels of veneers: (<b>a</b>) level 1 veneer; (<b>b</b>) level 3 veneer.</p>
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<p>Bending property arrangement trend of the 19 types of CLTV: (<b>a</b>) MOR; (<b>b</b>) MOE.</p>
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<p>Bending test results of CLTV with different splice positions: (<b>a</b>,<b>d</b>) bending properties; (<b>b</b>,<b>e</b>) load–displacement curves; (<b>c</b>,<b>f</b>) failure modes.</p>
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<p>Bending test results of CLTV with different assembly patterns of grain directions (<b>a</b>) and (<b>d</b>) bending properties; (<b>b</b>,<b>e</b>) load–displacement curves; (<b>c</b>,<b>f</b>) failure modes.</p>
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<p>Bending test results of CLTV with different combinations of layer levels: (<b>a</b>) splice position BABAB, (<b>b</b>) splice position BBABB.</p>
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<p>Large-size CLTV in building structures: (<b>a</b>) large-size CLTV, (<b>b</b>) CLTV cabin effect picture.</p>
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15 pages, 8837 KiB  
Article
Construction and Properties of Wood-Based Tannin–Iron-Complexed Photothermal Material Populus tomentosa Carr.@Fe-GA for Solar Seawater Desalination System
by Hongyan Zhu, Xinyu Li, Shijie Li, Ximing Wang, Yabo Ma, Jin Zhang, Yunpeng Ren and Jianguo Zhao
Materials 2025, 18(2), 393; https://doi.org/10.3390/ma18020393 - 16 Jan 2025
Viewed by 488
Abstract
Desalinating seawater is a crucial method for addressing the shortage of freshwater resources. High-efficiency, low-cost, and environmentally friendly desalination technologies are key issues that urgently need to be addressed. This work used Populus tomentosa Carr. as a matrix material and prepared Populus tomentosa [...] Read more.
Desalinating seawater is a crucial method for addressing the shortage of freshwater resources. High-efficiency, low-cost, and environmentally friendly desalination technologies are key issues that urgently need to be addressed. This work used Populus tomentosa Carr. as a matrix material and prepared Populus tomentosa Carr.@Fe-GA through a complexation reaction to enhance the water evaporation rate and photothermal conversion efficiency of seawater desalination. The concentration of the impregnation solution was further refined, and the bonding mechanism along with the thermal stability of the composite photothermal material was investigated, including an assessment of their photothermal conversion efficiency. The research results indicate that the evaporation rate of water in a 3.5% NaCl solution for Populus tomentosa Carr.@Fe-GA under light intensity conditions of one sun reached 1.72 kg·m−2·h−1, which was an increase of 44.5% compared to untreated Populus tomentosa Carr. It achieved a photothermal conversion efficiency of 95.1%, an improvement of 53.6% over untreated Populus tomentosa Carr., and maintained stability and high evaporation performance (95.4%) even after prolonged rinsing. This work realizes the functional utilization of seawater desalination with Populus tomentosa Carr. and offers a novel approach for the development and use of wood-derived photothermal material. Full article
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<p>Schematic illustration of preparation process for <span class="html-italic">Populus tomentosa Carr.</span>@Fe-GA. (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>Schematic diagram of <span class="html-italic">Populus tomentosa Carr.</span>@Fe-GA evaporation system. (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p><span class="html-italic">Populus tomentosa Carr.</span> and <span class="html-italic">Populus tomentosa Carr.</span>@Fe-GA-(2,4,6,8). (<b>a</b>) Water mass loss map. (<b>b</b>) Temperature rise curve. (<b>c</b>) Water evaporation rate curve. (<b>d</b>) Photothermal conversion efficiency. (Solar power density measured is established as one sun). (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>SEM images of (<b>a</b>,<b>b</b>) <span class="html-italic">Populus tomentosa Carr.</span>; (<b>c</b>,<b>d</b>) <span class="html-italic">P</span>@NaOH; and (<b>e</b>,<b>f</b>) <span class="html-italic">P</span>@Fe-GA (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>FT-IR spectra of Fe-GA, <span class="html-italic">Populus tomentosa Carr.</span>, and <span class="html-italic">Populus tomentosa Carr.</span>@Fe-GA. (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>TG curves of <span class="html-italic">Populus tomentosa Carr.</span>, <span class="html-italic">P</span>@NaOH, and <span class="html-italic">P</span>@Fe-GA (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>Wettability performance test of (<b>a</b>) <span class="html-italic">Populus tomentosa Carr.</span>; (<b>b</b>) <span class="html-italic">P</span>@NaOH; and (<b>c</b>) <span class="html-italic">P</span>@Fe-GA (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>Extraction test of methylene blue (MB) solution.</p>
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<p>DSC curve of <span class="html-italic">Populus tomentosa Carr.</span>, <span class="html-italic">Populus tomentosa Carr.</span>@Fe-GA, and water. (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>Infrared thermometer images. (<b>a</b>) Simulated seawater (3.5% NaCl). (<b>b</b>) <span class="html-italic">Populus tomentosa Carr.</span> (<b>c</b>) <span class="html-italic">Populus tomentosa Carr.</span>@Fe-GA temperature rise evolution process. (The sampling interval was established as 1 min, and the recorded solar power density was defined as one sun). (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>UV diffuse reflectance. (<b>a</b>) Absorption. (<b>b</b>) Reflectance spectra of <span class="html-italic">Populus tomentosa Carr.</span> and <span class="html-italic">Populus tomentosa Carr.</span>@Fe-GA. (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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<p>Water evaporation rate of <span class="html-italic">Populus tomentosa Carr.</span>@Fe-GA after continuous rinsing for 720 h (after 10 cycles with 1 h interval between each cycle). (<span class="html-italic">Populus tomentosa Carr.</span> is abbreviated to <span class="html-italic">P</span>).</p>
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16 pages, 3708 KiB  
Article
Exploitation of Perennial Plant Biomass for Particleboards Designed for Insulation Applications
by Danuta Martyniak, Marta Pędzik, Grzegorz Żurek, Karol Tomczak, Ryszard Gąsiorowski, Magdalena Komorowicz and Dominika Janiszewska-Latterini
Materials 2025, 18(2), 352; https://doi.org/10.3390/ma18020352 - 14 Jan 2025
Viewed by 430
Abstract
With rising demand for wood products and reduced wood harvesting due to the European Green Deal, alternative lignocellulosic materials for insulation are necessary. In this work, we manufactured reference particleboard from industrial particles and fifteen different board variants from alternative lignocellulosic plants material, [...] Read more.
With rising demand for wood products and reduced wood harvesting due to the European Green Deal, alternative lignocellulosic materials for insulation are necessary. In this work, we manufactured reference particleboard from industrial particles and fifteen different board variants from alternative lignocellulosic plants material, i.e., five types of perennial plant biomass in three substitutions: 30, 50 and 75% of their share in the board with a nominal density of 250 kg/m3. Within the analysis of manufactured boards, the mechanical, chemical and thermal properties were investigated—internal bond, formaldehyde emissions, thermal insulation, heat transfer coefficient and thermal conductivity. In the case of thermal conductivity, the most promising results from a practical point of view (W/mK < 0.07) were obtained with Sida hermaphrodita and Miscanthus, achieving the best results at 50% substitution. The lowest formaldehyde emissions were recorded for boards with Panicum virgatum and Miscanthus, highlighting their positive environmental performance. In terms of mechanical properties, the highest internal bond was noticed in particleboards with a 30% substitution of Spartina pectinata and Miscanthus. Research findings confirm the potential of perennial plants as a sustainable source of raw materials for insulation panel manufacturing. Despite needing improvements in mechanical properties, most notably internal bond strength, these plants offer an ecologically responsible solution aligned with global construction trends, thus lessening reliance on traditional wood products. Thus, long-term benefits may be realized through the strategic combination of diverse raw materials within a single particleboard. Full article
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<p>The stems of perennial plants and industrial wood particles before and after shredding.</p>
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<p>Chemical composition of tested perennial plants.</p>
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<p>Content of mineral substances (ash) and extractives (solvent: ethanol, cold water, cold and hot water together) in tested perennial plants.</p>
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<p>Fractional composition of industrial wood particles and particles of five types of perennial plant biomass.</p>
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<p>The poured bulk density of the industrial wood and perennial plant particles.</p>
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<p>The effect of the proportion of different types of perennial plants on the value of the thermal conductivity coefficient.</p>
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<p>Effect of the proportion of different perennial plants on the value of the heat transfer coefficient.</p>
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<p>Effect of the proportion of different perennial plants on the value of the internal bond.</p>
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23 pages, 5031 KiB  
Article
Timber Biogenic Carbon Stock in the Urban Environment: Santiago City as a Second Forest
by Felipe Victorero and Waldo Bustamante
Sustainability 2025, 17(2), 529; https://doi.org/10.3390/su17020529 - 11 Jan 2025
Viewed by 534
Abstract
Urban environments significantly contribute to carbon emissions, both through operational processes and the embodied emissions of construction materials, thus exacerbating climate change. Nevertheless, urban timber structures offer a viable alternative by acting as carbon sinks, capable of sequestering carbon for decades or even [...] Read more.
Urban environments significantly contribute to carbon emissions, both through operational processes and the embodied emissions of construction materials, thus exacerbating climate change. Nevertheless, urban timber structures offer a viable alternative by acting as carbon sinks, capable of sequestering carbon for decades or even centuries. This study develops and applies a methodology to quantify the biogenic carbon stored in Santiago City’s timber-based buildings, conceptualized as a “Second Forest” that transfers and preserves the carbon capture capacity of trees in the built environment. The analysis estimates that Santiago’s urban timber constructions have expanded their wood-built surface area by 192,831 m2 over the past eight years, reflecting the growing adoption of timber in urban construction. During the same period, biogenic carbon storage increased from 199.78 kt to 202.73 kt, equivalent to 10.84 kt of CO2 under average conditions. These findings highlight the potential of urban planning strategies, such as promoting taller timber buildings and adopting circular timber practices, to enhance carbon sequestration and reduce reliance on carbon-intensive materials. This research highlights the fundamental role that timber buildings play in urban climate change mitigation, positioning them as active contributors to global carbon management efforts. Full article
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<p>The study area consisting of 32 municipalities that make up the Santiago province (prepared using <a href="https://mapshaper.org/" target="_blank">https://mapshaper.org/</a> (accessed on 8 August 2024) with ©Mapbox and ©OpenStreetMap).</p>
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<p>Diagrams of structural wood for short and long historical walls.</p>
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<p>Diagrams of structural wood for short and long historical roof spans.</p>
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<p>Diagrams of structural wood for short and long traditional walls.</p>
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<p>Diagrams of structural wood for short and long traditional roof spans.</p>
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<p>Diagrams of structural wood for short and long contemporary walls with OSB panels.</p>
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<p>Wood volume per built square meter according to historical period and according to minimum, average, and maximum scenarios (city of Santiago).</p>
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<p>Material intensity of wood according to historical period and according to minimum, average, and maximum scenarios (city of Santiago).</p>
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<p>Weighted material intensity of wood over entire studied period, according to minimum, average, and maximum scenarios (city of Santiago).</p>
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<p>The annual wood-built surface area (bars) and growth rate (line) according to the average scenario during the study period (city of Santiago).</p>
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<p>The annual wood mass per year according to the average scenario (city of Santiago).</p>
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<p>The age of dry wood mass in the average scenario (city of Santiago).</p>
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<p>Annual biogenic carbon and CO<sub>2</sub> storage per year according to average scenario.</p>
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<p>Temporal distribution of CO<sub>2</sub> storage per municipality (city of Santiago), made with Microsoft Power Bi Desktop version 2.138.1452.0 64-bit (November 2024).</p>
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17 pages, 8226 KiB  
Article
Log End Face Feature Extraction and Matching Method Based on Swin Transformer V2
by Yuge Xie, Jishi Zheng, Aozhuo Gou, Farhan Sattar and Lyuchao Liao
Forests 2025, 16(1), 124; https://doi.org/10.3390/f16010124 - 11 Jan 2025
Viewed by 351
Abstract
This study proposes a novel log end face feature extraction and matching method based on Swin Transformer V2, aiming to address limitations in accuracy and speed faced by traditional deep learning models, like InceptionResNetV2 and Vision Transformer. Accurate log identification is crucial for [...] Read more.
This study proposes a novel log end face feature extraction and matching method based on Swin Transformer V2, aiming to address limitations in accuracy and speed faced by traditional deep learning models, like InceptionResNetV2 and Vision Transformer. Accurate log identification is crucial for forestry and wood supply chain management, especially given the growing reliance on timber imports to meet industrial demands in construction, furniture manufacturing, and paper production. Our dataset comprises images of coniferous timber, specifically Scots pine (Pinus sylvestris L.), reflecting its significance as an essential imported resource in China’s timber industry. By leveraging Swin Transformer V2 as the backbone, our method enhances feature extraction and achieves a significant accuracy improvement from 84.0% to 97.7% under random rotation angles while reducing the average matching time per log to 0.249 s. The model was evaluated under fixed and random rotation augmentations, and the results demonstrated Swin Transformer V2’s superior clustering ability, as confirmed by t-SNE visualization. Unlike InceptionResNetV2, the proposed model maintains high accuracy and efficiency even as the feature database size increases, making it suitable for large-scale applications. This approach provides a more accurate and efficient solution for log end-face recognition, supporting the development of high-throughput wood identification systems critical for forestry automation and the global timber trade. Full article
(This article belongs to the Section Wood Science and Forest Products)
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<p>Data preprocessing—segmentation and cropping of logs.</p>
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<p>Schematic diagram of the feature extraction network.</p>
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<p>Triplet siamese network—three identical structured neural networks with shared weights to generate their respective feature vectors.</p>
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<p>Triplet loss—maximizing inter-class distance and minimizing intra-class distance.</p>
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<p>Accuracy and loss of the final Swin Transformer V2 model during training.</p>
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<p>Variation of Rank-1 accuracy with increasing feature database size.</p>
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<p>Comparison of t-SNE visualizations for feature vectors generated by different models, showing zoomed-in clustering effects of the same log in 2D space. Each log is represented by a total of ten images: five freshly captured images at various tilt angles and five aging images taken five days later at corresponding angles. In the visualization, images at each angle are denoted by a distinct shape, while all images of the same log share the same color. Clusters corresponding to the same log are further highlighted with an ellipse for clarity.</p>
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<p>Identification result of Swin Transformer V2.The first column displays images of logs captured under various challenging conditions, including occlusion, aging, and tilted camera angles. The second column shows the best-matched log identified by the feature matching algorithm from the database. The third column visualizes the distances between the embedding of the probe image and the embeddings of all database templates, the red bar signifying the headshot of the probe image log in the database.</p>
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<p>Identification result of Swin Transformer V2.The first column displays images of logs captured under various challenging conditions, including occlusion, aging, and tilted camera angles. The second column shows the best-matched log identified by the feature matching algorithm from the database. The third column visualizes the distances between the embedding of the probe image and the embeddings of all database templates, the red bar signifying the headshot of the probe image log in the database.</p>
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18 pages, 9763 KiB  
Article
Microstructural Analysis and Radiological Characterization of Alkali-Activated Materials Based on Aluminosilicate Waste and Metakaolin
by Nataša Mladenović Nikolić, Aleksandar Kandić, Jelena Potočnik, Nemanja Latas, Marija Ivanović, Snežana Nenadović and Ljiljana Kljajević
Gels 2025, 11(1), 57; https://doi.org/10.3390/gels11010057 - 10 Jan 2025
Viewed by 368
Abstract
The formation of an aluminosilicate gel structure made of alkali-activated materials (AAMs) was conducted through an alkali-activation reaction of the solid precursors (fly ash, metakaolin, and wood ash). Fly and wood ash are by-products of the burning process of coal and wood, respectively. [...] Read more.
The formation of an aluminosilicate gel structure made of alkali-activated materials (AAMs) was conducted through an alkali-activation reaction of the solid precursors (fly ash, metakaolin, and wood ash). Fly and wood ash are by-products of the burning process of coal and wood, respectively. Alkali-activated materials of aluminosilicate origin, made from the different ashes, fly and wood, are very attractive research targets and can be applied in various technological fields due to their thermal stability, resistance to thermal shock, high porosity, high sustainability, and finally, low energy loss during production. In this paper, we evaluate physico-chemical properties, microstructure, and radiological environmental impacts when wastes that contain elevated levels of naturally occurring radionuclides (NORs) such as fly ash and wood ash are made into “green cements” such as AAMs. The determination of radionuclide content was performed by means of gamma-ray spectrometry. Results showed that the AAMs have a lower value in the activity concentration of radionuclides than raw materials. The external absorbed gamma dose rate was 74.7–107.3 nGy/h, and the external radiation hazard index values were in range of 0.445–0.628 Bq/kg. The results of the activity concentration measurements for alkali-activated materials indicate the potential of their safe application in building construction. In terms of the structural characterizations, the obtained alkali-activated materials were examined using XRD, DRIFT, FESEM, and TEM analyses. Full article
(This article belongs to the Section Gel Analysis and Characterization)
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<p>DRIFT spectrum of alkali-activated materials: (a) AWA<sub>10</sub>FA<sub>90</sub>, (b) AWA<sub>10</sub>MK<sub>90</sub>, (c) AFA<sub>50</sub>MK<sub>50</sub>, and (d) AWA<sub>10</sub>FA<sub>45</sub>MK<sub>45</sub>.</p>
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<p>XRD diffractogram of alkali-activated materials: (a) AWA<sub>10</sub>FA<sub>90</sub>, (b) AWA<sub>10</sub>MK<sub>90</sub>, (c) AFA<sub>50</sub>MK<sub>50</sub>, and (d) AWA<sub>10</sub>FA<sub>45</sub>MK<sub>45</sub>.</p>
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<p>FESEM/EDS micrographs of AAMs, (<b>a</b>) AMK<sub>100</sub> and (<b>b</b>) AFA<sub>100</sub>, together with the corresponding EDS spectra.</p>
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<p>FESEM/EDS micrographs of AAMs, (<b>a</b>) AWA<sub>10</sub>FA<sub>90</sub>, (<b>b</b>) AWA<sub>10</sub>MK<sub>90</sub>, (<b>c</b>) AFA<sub>50</sub>MK<sub>50</sub>, and (<b>d</b>) AWA<sub>10</sub>FA<sub>45</sub>MK<sub>45</sub>, and the corresponding EDS spectra.</p>
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<p>TEM analysis of AFA<sub>50</sub>MK<sub>50</sub>: (<b>a</b>) bright-field TEM micrograph, (<b>b</b>) SAED pattern, and (<b>c</b>) HR-TEM image.</p>
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<p>STEM/HAADF images with corresponding EDS mapping of AFA<sub>50</sub>MK<sub>50</sub>.</p>
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<p>TEM analysis of AWA<sub>10</sub>FA<sub>45</sub>MK<sub>45</sub>: (<b>a</b>) bright-field TEM micrograph, (<b>b</b>) SAED pattern, and (<b>c</b>) HR-TEM image.</p>
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<p>STEM/HAADF image with corresponding EDS mapping of AWA<sub>10</sub>FA<sub>45</sub>MK<sub>45</sub>.</p>
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19 pages, 21264 KiB  
Article
Vernacular Wooden Architecture in the City of Puntarenas: First Steps Towards Its Recognition
by Kenia García-Baltodano and David Porras-Alfaro
Buildings 2025, 15(2), 182; https://doi.org/10.3390/buildings15020182 - 10 Jan 2025
Viewed by 374
Abstract
In Puntarenas City, a historic and tourist port of Costa Rica, several vernacular buildings constructed in wood can be observed. Despite the prevalence of this architectural type in the area, there is an absence of comprehensive studies aimed at documenting this significant heritage. [...] Read more.
In Puntarenas City, a historic and tourist port of Costa Rica, several vernacular buildings constructed in wood can be observed. Despite the prevalence of this architectural type in the area, there is an absence of comprehensive studies aimed at documenting this significant heritage. This article seeks to identify the vernacular architecture in this city through the architectural characterization, quantification, and geolocation of existing buildings, as well as the preliminary recognition of the state of conservation of the group of buildings. The methodological process proposed a four-stage approach. The initial stage involved an examination of documentary sources to verify existing information and obtain a preliminary profile of architectural characteristics. A participatory workshop with the community enabled the validation of this profile. The second stage comprised fieldwork, which yielded a starting list of properties. In the third stage, a detailed examination of the listed properties enabled the verification of the profile of characteristics, the delimitation of the architectural typologies, and the selection of buildings that did not fulfill the preliminary profile or possessed significant modifications that affected their architectural legibility. The fourth stage comprised the development of an inventory of vernacular architecture buildings and the systematic data transference to a Geographic Information System. This study mainly obtained the following results: an initial list of 172 wooden buildings in Puntarenas City and a geolocated inventory of 75 vernacular wooden architecture buildings that exhibit considerable architectural legibility. Moreover, identifying the uses and architectural features of the inventoried buildings permitted their categorization into ten distinct typologies. Full article
(This article belongs to the Special Issue Selected Papers from the REHABEND 2024 Congress)
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<p>Methodological process for the identification of vernacular wooden architecture in the city of Puntarenas.</p>
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<p>(<b>a</b>) Participatory workshop with local stakeholders; (<b>b</b>) urban tour with community leaders.</p>
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<p>Old photographs of Puntarenas. Source: “Puntarenas de Ayer” exhibition, Casa de la Cultura de Puntarenas, 2022.</p>
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<p>Example of the illustrated characteristics. Authorship: student assistant Pedro Garay Bustos.</p>
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<p>Example of the illustrated characteristics. Authorship: student assistant Pedro Garay Bustos.</p>
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<p>Location of the 75 inventoried properties.</p>
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<p>Building VVV-4: (<b>a</b>) two-story building registered on 23 September 2022; (<b>b</b>) the lot where the two-story building was located, registered on 18 September 2023.</p>
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<p>Example of an inventory tabs, property O-1 [<a href="#B32-buildings-15-00182" class="html-bibr">32</a>].</p>
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<p>Example of an inventory tabs, property O-1 [<a href="#B32-buildings-15-00182" class="html-bibr">32</a>].</p>
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<p>Example of an inventory tabs, property O-1 [<a href="#B32-buildings-15-00182" class="html-bibr">32</a>].</p>
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28 pages, 7815 KiB  
Article
Design and Characteristics of a Single-Story Building Model Incorporating Waste
by Mohamed Darwish, Mohamed Elnakeb, Marina Moawad, Marwan Mohamed Shawki, Ehab Abdelhamid, Donia Eldwib, Mohamed Nagib Abouzeid, Maram Saudy, Safwan Khedr and Khaled Nassar
Buildings 2025, 15(2), 177; https://doi.org/10.3390/buildings15020177 - 9 Jan 2025
Viewed by 603
Abstract
The construction field is one of the largest sectors and industries worldwide. This industry is the main industry accused of contributing to greenhouse gases and increasing the effects of climate change. However, the construction industry is indispensable, accordingly in an attempt to decrease [...] Read more.
The construction field is one of the largest sectors and industries worldwide. This industry is the main industry accused of contributing to greenhouse gases and increasing the effects of climate change. However, the construction industry is indispensable, accordingly in an attempt to decrease the greenhouse gas effects of construction this research presents the manuscript for building a one-story building with all components including waste products. The building model used a strip foundation with a concrete mix design incorporating recycled concrete as a partial replacement for aggregates, cement hollow blocks containing granite waste instead of conventional cement blocks, and sandwiched insulated panels made of wood-plastic composites for the roof. The structural soundness of the system was tested by loading it with a load surpassing its design load in addition to measuring the deflection and checking its abidance to the code limitations. The thermal efficiency was tested by measuring the temperatures in comparison with the outside of the building for a span of 7 days with data recorded every 1 h. Analysis of both the short-term and long-term costs and carbon emissions was performed by acquiring the carbon emissions per unit of material from literature and multiplying it by the quantities of the materials used within the different building alternatives. That study showed that the roofs made of Structural Insulated Panels (SIPs) using Wood-Plastic Composite (WPC) facings when used with hollow-block cement block walls have shown enduring cost efficiency and improved thermal insulation, leading to diminished energy usage, life-cycle expenses, and carbon emissions. Furthermore, the proposed system is more environmentally friendly than conventional reinforced concrete technologies due to their lower costs and emissions in addition to improving sustainability through utilizing recycled materials. Full article
(This article belongs to the Section Building Structures)
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<p>Recycled Polypropylene (PP).</p>
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<p>Musky-Waste Wood.</p>
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<p>WPC Panels Materials and Production Technique.</p>
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<p>SAP2000 Model.</p>
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<p>Interaction Diagram to Achieve Un-Supported Spans for SIP Panels due to Various Loads.</p>
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<p>SAP2000 Deflection Diagram.</p>
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<p>Constructed Full-Scale Model.</p>
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<p>Project Timeline.</p>
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<p>Structural testing of the full-scale model.</p>
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<p>Qingping Monitor Interface.</p>
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<p>Qingping Sensor Data.</p>
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<p>Temperature Data retreived from Weather Station in Cairo Airport.</p>
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<p>The Alternatives Detailed Cost Breakdown.</p>
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<p>Alternatives Cost Comparison.</p>
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<p>All Alternatives Detailed Carbon Emissions Breakdown.</p>
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<p>Alternatives Carbon Emissions Comparison.</p>
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<p>Heat Flow of the Alternatives Comparison.</p>
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<p>Life Cycle Cost of the Alternatives Comparison.</p>
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<p>Life Cycle Carbon Emissions of the Alternatives Comparison.</p>
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<p>CBR Ratios of the Alternatives.</p>
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<p>The load-deflection curve for the tested model versus the numerically reached load-deflection curve and the design load.</p>
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<p>Temperature Data Comparison.</p>
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<p>Relative Humidity Comparison.</p>
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18 pages, 9182 KiB  
Article
Restoration of Impounded Forests of Coastal Louisiana Using Spoil Bank Gapping
by Gary P. Shaffer, Taylor Parker, Demetra Kandalepas and Nicholas Stevens
Forests 2025, 16(1), 99; https://doi.org/10.3390/f16010099 - 9 Jan 2025
Viewed by 382
Abstract
Impoundment and increased flood duration are some of the most common stressors to declining forested wetlands in coastal Louisiana, USA. One type of restoration that has shown itself to be cost-effective is spoil bank gapping. This type of hydrologic restoration has occurred within [...] Read more.
Impoundment and increased flood duration are some of the most common stressors to declining forested wetlands in coastal Louisiana, USA. One type of restoration that has shown itself to be cost-effective is spoil bank gapping. This type of hydrologic restoration has occurred within the Lac des Allemands swamp of Barataria Basin. After 60 years of impoundment, the hydrogeomorphic processes in the study area were improved. The study area included eight paired 625 m2 sites. Basal area growth over the 7-year period varied between 5.93% and 14.39%, with an average of 8.31%, or just over 1% wood growth per year. Post-restoration basal areas indicate that all our study areas are improving. Pooled together, the 2018–2023 years had significantly higher net production than the pre-project 2017 growing season. The distribution between leaf and wood production was remarkably similar within species types across years, with leaf production consistently exceeding wood production, particularly due to Taxodium distichum. Canopy cover has increased by 20 percent since project construction, and as a result, herbaceous cover tends to decrease over time. Full article
(This article belongs to the Section Forest Hydrology)
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<p>Aerial map showing the location of the sixteen 625 m<sup>2</sup> stations (eight sites) established in 2016 from the Lac des Allemands swamp restoration project. Locations of the eight gaps are also shown. Figure is from Shaffer et al., 2021.</p>
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<p>Aerial map showing the location of the study site. Figure is from CPRA [<a href="#B10-forests-16-00099" class="html-bibr">10</a>].</p>
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<p>Overall basal area for Sites 1–8 (m<sup>2</sup>·ha<sup>−1</sup> ± S.E.), with replicated stations, for the three dominant tree species, <span class="html-italic">A. rubrum</span> var. <span class="html-italic">drummondii</span>, <span class="html-italic">N. aquatica</span>, and <span class="html-italic">T. distichum</span> in 2017 (dark gray), and 2023 (light gray). Figure is updated from Shaffer et al., 2021.</p>
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<p>Overall stem density for Stations A (dark gray) and B (light gray) at Sites 1–8 (<a href="#forests-16-00099-f001" class="html-fig">Figure 1</a>) in 2023. Figure is updated from Shaffer et al., 2021.</p>
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<p>Stem density for the dominant midstory species <span class="html-italic">A. rubrum</span> var. <span class="html-italic">drummondii</span> (dark gray) and the two dominant canopy species <span class="html-italic">N. aquatica</span> (medium gray) and <span class="html-italic">T. distichum</span> (light gray) at Sites 1–8, with replicated stations pooled, in 2023. Figure is updated from Shaffer et al., 2021.</p>
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<p>Percent canopy closure (mean ± S.E.) for 2016–2023. Bars that share letters are not statistically different according to a contrast of 2016 + 2017 vs. post-project years (F<sub>1,335</sub> = 259.28, <span class="html-italic">p</span> &lt; 0.0001). This figure is updated from Shaffer et al., 2021.</p>
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<p>Net wood primary production (mean ± S.E.) for Sites 1–8 during 2017 (black), 2018 (dark gray), 2019 (light gray), 2020 (stripped), 2021 (stippled), 2022 (diamond), and 2023 (crossed) growing seasons. Figure is updated from Shaffer et al., 2021 [<a href="#B13-forests-16-00099" class="html-bibr">13</a>].</p>
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<p>Net wood primary production (mean ± S.E.) for midstory species, <span class="html-italic">N. aquatica</span>, and <span class="html-italic">T. distichum</span> for 2017 (black), 2018 (dark gray), 2019 (light gray), 2020 (stripped), 2021 (stippled), 2022 (diamond), and 2023 (crossed) growing seasons. Midstory species were nearly all <span class="html-italic">A. rubrum</span> var. <span class="html-italic">drummondii</span>. Figure is updated from Shaffer et al., 2021.</p>
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<p>Leaf litter production (mean ± S.E.) for each site in the Lac des Allemands swamp, including the reference site (Site 1), during 2017 (black), 2018 (dark gray), 2019 (light gray), 2020 (stripped), 2021 (stippled), 2022 (diamond), and 2023 (crossed). Figure is updated from Shaffer et al., 2021.</p>
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<p>Leaf litter production (g·m<sup>−2</sup> y<sup>−1</sup> ± S.E.) during 2017 (black), 2018 (dark gray), 2019 (light gray), 2020 (stripped) 2021 (stippled), 2022 (diamond), and 2023 (crossed), in the reference and Lac des Allemands swamp for the two canopy species (<span class="html-italic">T. distichum</span> and <span class="html-italic">N. aquatica</span>) and midstory species (nearly all of which are contributed by <span class="html-italic">A. rubrum</span> var. <span class="html-italic">drummondii</span>). Figure is updated from Shaffer et al., 2021.</p>
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<p>Total aboveground production across sites (<a href="#forests-16-00099-f001" class="html-fig">Figure 1</a>) and years from 2017 to 2023. Figure is updated from Shaffer et al., 2021.</p>
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<p>Total aboveground production across years for each species type from 2017 to 2023. Figure is updated from Shaffer et al., 2021.</p>
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<p>Percent cover of (<b>A</b>) all species and all years (bubble size represents relative total cover) and (<b>B</b>) the same ordination showing only the eleven dominant herbaceous species (<span class="html-italic">Alternanthera philoxeroides</span>, <span class="html-italic">Bidens laevis</span>, <span class="html-italic">Crinum americanus</span>, <span class="html-italic">Cyperus virens</span>, <span class="html-italic">Diodia teres</span>, <span class="html-italic">Hydrocotyle ranunculoides</span>, <span class="html-italic">Phanopyrum gymnocarpon</span>, <span class="html-italic">Peltandra virginica</span>, <span class="html-italic">Persicaria punctata</span>, <span class="html-italic">Sagittaria phatyphylla</span>, and <span class="html-italic">Sacciolepis striata</span>). Pie slices reflect the relative percentage covered by the individual species. Figures are updated from Shaffer et al., 2021.</p>
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<p>Percent cover of (<b>A</b>) all species and all years (bubble size represents relative total cover) and (<b>B</b>) the same ordination showing only the eleven dominant herbaceous species (<span class="html-italic">Alternanthera philoxeroides</span>, <span class="html-italic">Bidens laevis</span>, <span class="html-italic">Crinum americanus</span>, <span class="html-italic">Cyperus virens</span>, <span class="html-italic">Diodia teres</span>, <span class="html-italic">Hydrocotyle ranunculoides</span>, <span class="html-italic">Phanopyrum gymnocarpon</span>, <span class="html-italic">Peltandra virginica</span>, <span class="html-italic">Persicaria punctata</span>, <span class="html-italic">Sagittaria phatyphylla</span>, and <span class="html-italic">Sacciolepis striata</span>). Pie slices reflect the relative percentage covered by the individual species. Figures are updated from Shaffer et al., 2021.</p>
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<p>(<b>A</b>) Ordination colored by year and (<b>B</b>) average percent cover of all herbaceous species demonstrating low-water events in 2017 and 2018 and very high flooding during 2016 (stagnant) and 2021 (throughput). Figures are updated from Shaffer et al., 2021.</p>
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<p>(<b>A</b>) Ordination colored by year and (<b>B</b>) average percent cover of all herbaceous species demonstrating low-water events in 2017 and 2018 and very high flooding during 2016 (stagnant) and 2021 (throughput). Figures are updated from Shaffer et al., 2021.</p>
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<p>Average monthly precipitation for the years 2016 through 2023.</p>
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<p>Stage gauge records for a CRMS site near Lac des Allemands swamp.</p>
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