[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Warith et al., 2006 - Google Patents

Predicting the compressibility behaviour of tire shred samples for landfill applications

Warith et al., 2006

View PDF
Document ID
10916888232533677764
Author
Warith M
Rao S
Publication year
Publication venue
Waste Management

External Links

Snippet

Tire shreds have been used as an alternative to crushed stones (gravel) as drainage media in landfill leachate collection systems. The highly compressible nature of tire shreds (25– 47% axial strain on vertical stress applications of 20–700kPa) may reduce the thickness of …
Continue reading at www.academia.edu (PDF) (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0051Including fibers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/002Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • E01C3/04Foundations produced by soil stabilisation

Similar Documents

Publication Publication Date Title
Warith et al. Predicting the compressibility behaviour of tire shred samples for landfill applications
Edinçliler et al. Influence of different processing techniques on the mechanical properties of used tires in embankment construction
Liu et al. Evaluation of engineering properties and environmental effect of recycled waste tire-sand/soil in geotechnical engineering: A compressive review
Mehrjardi et al. Combined use of geocell reinforcement and rubber–soil mixtures to improve performance of buried pipes
Mehrjardi et al. Evaluating and improving the construction and demolition waste technical properties to use in road construction
Tafreshi et al. Repeated loading of soil containing granulated rubber and multiple geocell layers
Yoon et al. Construction of a test embankment using a sand–tire shred mixture as fill material
Liu et al. Compression properties and micro-mechanisms of rubber-sand particle mixtures considering grain breakage
Cetin et al. Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material
Tanchaisawat et al. Interaction between geogrid reinforcement and tire chip–sand lightweight backfill
Tanyu et al. Laboratory evaluation of geocell-reinforced gravel subbase over poor subgrades
Manohar et al. Shear strength characteristics of geosynthetic reinforced rubber-sand mixtures
Arulrajah et al. Recovered plastic and demolition waste blends as railway capping materials
Warith et al. Suitability of shredded tires for use in landfill leachate collection systems
Tsang Geotechnical seismic isolation
Shariatmadari et al. Evaluating the effect of using shredded waste tire in the stone columns as an improvement technique
Reddy et al. Sustainable utilization of scrap tire derived geomaterials for geotechnical applications
Shalaby et al. Design of unsurfaced roads constructed with large-size shredded rubber tires: a case study
Touahamia et al. Shear strength of reinforced-recycled material
Yi et al. On the compressibility of tire-derived aggregate: comparison of results from laboratory and field tests
Tajabadipour et al. Laboratory pullout investigation for evaluate feasibility use of scrap tire as reinforcement element in mechanically stabilized earth walls
Araujo et al. Shear behavior of mixtures involving tropical soils and tire shreds
Farzalizadeh et al. Shaking table tests on wall-type gravel and rubber drains as a liquefaction countermeasure in silty sand
Mohan et al. Pullout capacity of ladder-type metal reinforcements in tire shred-sand mixtures
Kaushik et al. Drainage performance of different sizes tire chips used alone and mixed with natural aggregates as leachate drainage layer material