Pradiptia et al., 2023 - Google Patents
In-Situ Stabilization Analyses of Peaty Clay Soil Layers using Solid Waste from of Biomass Power PlantPradiptia et al., 2023
View PDF- Document ID
- 11602724516918649886
- Author
- Pradiptia A
- Agung P
- Pramusandi S
- Hasan M
- Suripto A
- Ahmad M
- Publication year
- Publication venue
- Journal homepage: http://iieta. org/journals/ijdne
External Links
Snippet
The dominant soil layers in Mempawah District, West Borneo, consist predominantly of peaty clay, a material unsuitable for construction due to its high compressibility, low strength and volume instability. This study explores the use of solid waste derived from the combustion …
- 239000002689 soil 0 title abstract description 165
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/003—Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Roy et al. | Role of geotechnical properties of soil on civil engineering structures | |
Vanícek et al. | Earth structures: in transport, water and environmental engineering | |
Reddy et al. | Sustainable utilization of scrap tire derived geomaterials for geotechnical applications | |
Liu et al. | Long-term performance of temperature and humidity in the road embankment constructed with recycled construction and demolition wastes | |
Negesa | Settlement analysis of pipe culvert situated in soft clay treated with prefabricated vertical drains | |
Dai et al. | Model test study on the deformation and stability of rainfall-induced expansive soil slope with weak interlayer | |
Xue et al. | Mechanisms and controlling factors of heave in summer for high-speed railway cutting: A case study of Northwest China | |
Pradiptia et al. | In-Situ Stabilization Analyses of Peaty Clay Soil Layers using Solid Waste from of Biomass Power Plant | |
Abbas | Numerical model of stone column in sabkha soil | |
Dafalla et al. | Swelling characteristics of Saudi Tayma shale and consequential impact on light structures | |
Dronamraju | Studies on field stabilization methods to prevent surficial slope failures of earthfill dams | |
Olarewaju | Chapter 1: Hydraulic Conductivity of Compacted Lateritic Soil Mixed with Plastic Pellets | |
Fan et al. | In situ long-term improvement of large-scale lacustrine soft soil using laboratory and field data: a case study from a copper mine in China | |
Diab et al. | Effect of geofoam under strip footing rested on swelling soil | |
Derghoum et al. | Coupled finite element modelling of geosynthetic reinforced embankment slope on soft soils considering small and large displacement analyses | |
Rahayu et al. | Effect of slope protection using concrete waste on slope stability during rainfall | |
Le | Investigations to develop field stabilization methods to mitigate surficial slope failures | |
Ter-Martirosyan et al. | Experience in forecasting long-term settlements of energy facilities based on monitoring data analysis | |
Negesa | Research Article Settlement Analysis of Pipe Culvert Situated in Soft Clay Treated with Prefabricated Vertical Drains | |
Ismail et al. | Development and Field Testing of Geocomposite Cellular Mats (GCM) to Minimize the Ground Movements of Highway Embankments Founded on Peat Ground | |
Alabdulmuhsen | Characterisation of the behaviour of Boubyan clay mixed with waste tyre crumbs to reduce environmental impact | |
Kalla | Modeling studies to assess long term settlement of light weight aggregate embankment | |
Canoğlu | Investigation of the Suitability of a Pipe Stock Site in Terms of Geotechnical Characterization and Engineering Design Parameters Considering the Economic Aspects | |
Malo | Experimental investigation of highvacuum Densification method | |
Boluk | A Comprehensive Framework to Mitigate Surficial Slope Failures |