Estimation of arching effect in geosynthetic-reinforced structures-Reference-Cited by-同舟云学术

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Estimation of arching effect in geosynthetic-reinforced structures

Published:2017-07 Issue: Volume:87 Page:188-197
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Feng Shi-Jin,Ai Shu-Gang,Chen H.X.

Funder

National Natural Science Foundation of China

National Basic Research Program of China

Program for New Century Excellent Talents in University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Design of soil layer-geosynthetic systems overlying voids;Giroud;Geotext Geomembr,1990

2. A procedure for evaluating the susceptibility to natural and anthropogenic sinkholes;Parise;Georisk,2015

3. Reconsideration of failure initiating mechanisms for Teton Dam;Leonards,1984

4. German recommendations forreinforced embankments on pile-similar elements;Kempfert,2004

5. An analytical model for arching in piled embankments;Van Eekelen;Geotext Geomembr,2013

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1. Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand;Journal of Geotechnical and Geoenvironmental Engineering;2024-09

2. Effects of reinforcement on two-dimensional soil arching development under localized surface loading;GEOMECH ENG;2024

3. Evaluation of Drained Stability of Active and Passive Trapdoors for Horizontal and Inclined Soil Bed using Finite Element Limit Analysis;Transportation Infrastructure Geotechnology;2023-10-19

4. Displacement-based design method to increase sustainability of pile-supported embankments: Practical application;Geosynthetics: Leading the Way to a Resilient Planet;2023-09-11

5. Reinforcement load in geosynthetic-reinforced pile-supported model embankments;Geotextiles and Geomembranes;2022-12

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