Journal ArticleDOI
Refined numerical modeling of a laterally-loaded drilled shaft in an MSE wall
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TLDR
In this article, a full-scale experimental study was conducted in 2007 and the results of the simulation were compared with the data from the experimental study in terms of the load-deflection curves of the drilled shaft, the deflection profiles of the MSE wall facing, the lateral earth pressure increase on the mSE wall, and the strain increase in geogrid reinforcement.About:
This article is published in Geotextiles and Geomembranes.The article was published on 2013-04-01. It has received 37 citations till now. The article focuses on the topics: Lateral earth pressure & Deflection (engineering).read more
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Journal ArticleDOI
Experimental study on performance of geosynthetic-reinforced soil model walls on rigid foundations subjected to static footing loading
Chengzhi Xiao,Jie Han,Zhen Zhang +2 more
TL;DR: In this article, a series of model tests on the GRS walls were conducted to evaluate the effects of several influence factors, including the offset distance of a strip footing, the width of the strip footing and the length of geogrid reinforcement, on the ultimate bearing capacities of the Strip footings on GRS abutment walls.
Journal ArticleDOI
Post-construction performance of a two-tiered geogrid reinforced soil wall backfilled with soil-rock mixture
TL;DR: In this paper, a 17m high two-tiered reinforced soil wall backfilled with soil-rock mixture was instrumented for its performance under gravity load after construction, and the instrumentation continued for 15 months.
Journal ArticleDOI
Field Instrumentation and Evaluation of Modular-Block MSE Walls with Secondary Geogrid Layers
TL;DR: In this article, the use of secondary reinforcement between primary reinforcement layers was proposed to alleviate wall-facing bulging in the practice, but this idea was not verified in the field.
Journal ArticleDOI
Numerical analysis of field geosynthetic-reinforced retaining walls with secondary reinforcement
TL;DR: Geosynthetic-reinforced retaining (GRR) walls typically have vertical reinforcement spacing of 0·6m, and this relatively large spacing has been known to cause comparatively high connection forces.
Journal ArticleDOI
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming
TL;DR: In this article, a thorough numerical study is conducted to rigorously evaluate the lateral earth pressures exerted on the retaining walls backfilled with geosynthetic-reinforced soil strata.
References
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Book
Properties of concrete
TL;DR: In this article, the authors present the following properties of concrete: Elasticity, Shrinkage and Creep, Durabilty of Concrete, Freezing and Thawing, and Chlorides.
Journal ArticleDOI
Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions
TL;DR: In this paper, a numerical model was developed to simulate the response of three instrumented, full-scale, geosynthetic-reinforced soil walls under working stress conditions.
Book
Materials for civil and construction engineers
TL;DR: In this article, the authors present an overview of materials engineering concepts and apply them in the field of graph theory, including: 1. Nature Of Materials. 2. Materials Engineering Concepts. 3. Aluminum. 4. Aggregates. 5. Portland Cement. 6. Masonry. 7. Asphalt And Asphalt Mixture. 8. Wood.
Journal ArticleDOI
Numerical Study of Reinforced Soil Segmental Walls Using Three Different Constitutive Soil Models
Bingquan Huang,Bingquan Huang,Bingquan Huang,Richard J. Bathurst,Richard J. Bathurst,Richard J. Bathurst,Kianoosh Hatami,Kianoosh Hatami,Kianoosh Hatami +8 more
TL;DR: In this paper, a numerical finite-difference method (FLAC) was used to investigate the influence of constitutive soil model on predicted response of two full-scale reinforced soil walls during construction and surcharge loading.
Journal ArticleDOI
Evaluation of the effect of compaction on the behavior of geosynthetic-reinforced soil walls
TL;DR: In this paper, a physical model study of the influence of compaction on the behavior of geogrid-reinforced soil walls was presented, where two different types of hand-operated compactors were used: a vibrating plate and a vibratory tamper.
Related Papers (5)
Experimental study on performance of geosynthetic-reinforced soil model walls on rigid foundations subjected to static footing loading
Chengzhi Xiao,Jie Han,Zhen Zhang +2 more