Three-dimensional reinforced slopes: Evaluation of required reinforcement strength and embedment length using limit analysis-Reference-Cited by-同舟云学术

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Three-dimensional reinforced slopes: Evaluation of required reinforcement strength and embedment length using limit analysis

Published:2016-04 Issue:2 Volume:44 Page:133-142
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Gao Yufeng,Yang Shangchuan,Zhang Fei,Leshchinsky Ben

Funder

National Key Basic Research Program of China

Ministry of Water Resource of China

National Natural Science Foundation of China

Fundamental Research Funds

China Scholarship Council

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference24 articles.

1. Seismic stability analysis of reinforced slopes;Ausilio;Soil Dyn. Earthq. Eng,2000

2. Stability Analysis of Conical Heaps;Baker,1987

3. 2D and 3D numerical simulations of reinforced embankments on soft ground;Bergado;Geotext. Geomembr.,2008

4. Methods to estimate lateral force acting on stabilizing piles;Chen;Soils Found.,1975

5. An extended limit analysis of three-dimensional slope stability;Gao;Géotechnique,2013

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