Numerical Analysis of Deformation and Stability of Reinforced High Retaining Wall

Yi Tong Liu; Xing Huang

doi:10.4028/www.scientific.net/AMM.405-408.227

Paper Titles

Research on Field Filling and Penetration Test of Highly Plastic Clay
p.207

The Research and Development of the Constitutive Model of Soil
p.211

Calculation Method of Soil-Column Area Replacement Ratio in the Composite Foundation
p.216

A Preliminary Study of Rainfall Infiltration on the Slope Using a New Coupled Procedure of Overland Runoff and Unsaturated Water-Gas Two Phases Seepage Model
p.221

Numerical Analysis of Deformation and Stability of Reinforced High Retaining Wall
p.227

Basal Heave Stability Analysis of Deep Foundation Pit in Soft Soil
p.233

Derivation and Revision of the Theoretical Formula of Friction Stress between Pile and Soil on Space Axisymmetric Condition Considering Relative Slip
p.237

Research on Liquefaction Characteristics of Saturated Undisturbed Loess under Different Level of Liquefaction
p.243

Experimental Study on Side Friction of Uplift Bored Piles in Soft Rock
p.248

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Numerical Analysis of Deformation and Stability of...

Numerical Analysis of Deformation and Stability of Reinforced High Retaining Wall

Abstract:

To solve the designing problem in control the deformation and stability of reinforced retaining wall in the airport, the paper introduced the method of finite element strength reduction. After the determination of the soil constitutive model, the geogrid reinforcement constitutive model and stability calculation parameters, the research established the stability and deformation numerical simulation model of a reinforced retaining wall, and carried out a systematic analysis of the retaining wall by the finite element method, provided a scientific basis in order to ensure slope safety and optimized the retaining wall design.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

227-232

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.227

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Online since:

September 2013

Authors:

Yi Tong Liu, Xing Huang

Keywords:

Deformation, High Retaining Wall, Simulation, Stability

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References

[1] ZHOU Zhigang, LI Yuzhou, Resrarch on constitutive model of reinforced soil consifering viscoelasticity of geogrids[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, (4).

Google Scholar

[2] ZHU Yan-peng, BI Dong-tao, ZHOU Yong, Numerical simulation and analysis of stability of vertical reinforced retaining wall[J]. Journal of Lanzhou University of Technology, 2011, (2).

Google Scholar

[3] ZHOU Chun-er, HE Guang-chun, LONG Li-ji, Optimization design of stepped geogrid-reinforced soil retaining wall[J]. Journal of Hohai University (Natural Sciences ) , 2008, (5).

Google Scholar

[4] CHEN Guo-yuan, YANG Guo-lin, WEI Li-min, Comparative analysis of the dynamical characteristic of different types of road- bridge transition section[J]. Journal of Railway Science and Engineering, 2008, (4).

Google Scholar

[5] QUE Nun, LING Jianming, YUAN Nan, Limit Analysis of Reinforced Embankment Stability[J]. Journal of Tongji University(Natural Science), 2008, (8).

Google Scholar

[6] HE Guang-chun, WANG Cheng-zhi, LIU Bo, Reinforced earth retaining walls by FEM based on visco-elasto-plasticity[J]. Chinese Journal of Geotechnical Engineering, 2008, (6).

Google Scholar