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

Suksiripattanapong et al., 2013 - Google Patents

Pullout resistance of bearing reinforcement embedded in coarse-grained soils

Suksiripattanapong et al., 2013

View PDF
Document ID
17179885105686538298
Author
Suksiripattanapong C
Horpibulsuk S
Chinkulkijniwat A
Chai J
Publication year
Publication venue
Geotextiles and Geomembranes

External Links

Snippet

The bearing reinforcement was developed as a cost-effective earth reinforcement. It is composed of a longitudinal member and transverse members. The longitudinal member is made of a steel deformed bar and the transverse members are a set of equal angles. The …
Continue reading at researchmap.jp (PDF) (other versions)

Classifications

    • 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
    • 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
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
    • 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
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • 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
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • 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
    • E02D17/20—Securing of slopes or inclines
    • 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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • 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
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same

Similar Documents

Publication Publication Date Title
Suksiripattanapong et al. Pullout resistance of bearing reinforcement embedded in coarse-grained soils
Zhou et al. Model studies on geogrid-or geocell-reinforced sand cushion on soft soil
Demir et al. Large scale field tests on geogrid-reinforced granular fill underlain by clay soil
Biabani et al. Performance evaluation of railway subballast stabilised with geocell based on pull-out testing
Sukmak et al. Effect of fine content on the pullout resistance mechanism of bearing reinforcement embedded in cohesive–frictional soils
Indraratna et al. Geotechnical properties of ballast and the role of geosynthetics in rail track stabilisation
Tanyu et al. Laboratory evaluation of geocell-reinforced gravel subbase over poor subgrades
Horpibulsuk et al. Pullout resistance of bearing reinforcement embedded in sand
Portelinha et al. Performance of nonwoven geotextile-reinforced walls under wetting conditions: laboratory and field investigations
Sommers et al. Centrifuge model tests on the behavior of strip footing on geotextile-reinforced slopes
Bakeer et al. Pullout and shear tests on geogrid reinforced lightweight aggregate
Horpibulsuk et al. Performance of an earth wall stabilized with bearing reinforcements
Esfandiari et al. Laboratory investigation on the effect of transverse member on pull out capacity of metal strip reinforcement in sand
Choudhary et al. Uplift capacity of horizontal anchor plate in geocell reinforced sand
Jayalath et al. Performance of composite geogrid reinforced unpaved pavements under cyclic loading
Balakrishnan et al. Centrifuge model studies on the performance of soil walls reinforced with sand-cushioned geogrid layers
Mekkawy et al. Mechanically reinforced granular shoulders on soft subgrade: Laboratory and full scale studies
Suksiripattanapong et al. Numerical analysis of bearing reinforcement earth (BRE) wall
Suksiripattanapong et al. Pullout resistance mechanism of bearing reinforcement embedded in coarse-grained soils: Laboratory and field investigations
Ren et al. Experimental study on the mechanical behavior of shored mechanically stabilized earth walls for widening existing reinforced embankments
O’Kelly et al. Pullout resistance of granular anchors in clay for undrained condition
Sukmak et al. Pullout resistance of bearing reinforcement embedded in marginal lateritic soil at molding water contents
Wang et al. Investigation of interface between asphalt core and gravel transition zone in embankment dams
Rajagopal et al. Numerical evaluation of the performance of back-to-back MSE walls with hybrid select-marginal fill zones
Singh et al. Unpaved test sections reinforced with geotextile and geogrid