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

Esfandiari et al., 2012 - Google Patents

Laboratory investigation on the effect of transverse member on pull out capacity of metal strip reinforcement in sand

Esfandiari et al., 2012

Document ID
11304222656233288034
Author
Esfandiari J
Selamat M
Publication year
Publication venue
Geotextiles and Geomembranes

External Links

Snippet

Interface friction angle between different materials is a very important parameter in the designs of mechanically stabilized earth (MSE) as it corresponds directly to pull out capacity of a reinforcement strip. In this research, tests were carried out on galvanized metal strips …
Continue reading at www.sciencedirect.com (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
    • 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
    • E02D3/08Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
    • 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
    • E02D17/08Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0006Plastics
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • 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
    • E02D31/10Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
    • E02D31/12Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure

Similar Documents

Publication Publication Date Title
Esfandiari et al. Laboratory investigation on the effect of transverse member on pull out capacity of metal strip reinforcement in sand
Suksiripattanapong et al. Pullout resistance of bearing reinforcement embedded in coarse-grained soils
Chen et al. Failure mechanism of geosynthetic-encased stone columns in soft soils under embankment
Yoon et al. Geotechnical performance of waste tires for soil reinforcement from chamber tests
Shen et al. Analysis of field performance of embankments on soft clay deposit with and without PVD-improvement
Alkhorshid et al. Large-scale load capacity tests on a geosynthetic encased column
Mehdipour et al. Numerical study on stability analysis of geocell reinforced slopes by considering the bending effect
Bergado et al. 2D and 3D numerical simulations of reinforced embankments on soft ground
Huang et al. Influence of toe restraint on reinforced soil segmental walls
Chen et al. Investigating geogrid-reinforced ballast: Experimental pull-out tests and discrete element modelling
Sieira et al. Displacement and load transfer mechanisms of geogrids under pullout condition
Lajevardi et al. Analysis of soil-welded steel mesh reinforcement interface interaction by pull-out tests
Sadat Taghavi et al. Experimental analysis of large-scale pullout tests conducted on polyester anchored geogrid reinforcement systems
Hosseinpour et al. Numerical evaluation of a granular column reinforced by geosynthetics using encasement and laminated disks
Riccio et al. Field monitoring and analyses of the response of a block-faced geogrid wall using fine-grained tropical soils
Hosseinpour et al. A comparative study for the performance of encased granular columns
Bergado et al. The interaction mechanism and behavior of hexagonal wire mesh reinforced embankment with silty sand backfill on soft clay
Tanchaisawat et al. Numerical simulation and sensitivity analyses of full-scale test embankment with reinforced lightweight geomaterials on soft Bangkok clay
Li et al. Experimental study on the reinforced fly ash and sand retaining wall under static load
Chaiyaput et al. Measured and simulated results of a Kenaf Limited Life Geosynthetics (LLGs) reinforced test embankment on soft clay
Chen et al. Performance of a geogrid reinforced soil wall on PVD drained multilayer soft soils
Chen et al. Experimental and analytical studies of reinforced crushed limestone
Schnaid et al. Geotextile encased columns (GEC) used as pressure-relief system. Instrumented bridge abutment case study on soft soil
Morsy et al. Soil-reinforcement interaction: Stress regime evolution in geosynthetic-reinforced soils
Suksiripattanapong et al. Numerical analysis of bearing reinforcement earth (BRE) wall