Finite element analysis and design method of geosynthetic-reinforced soil foundation subjected to normal fault movement
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference44 articles.
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3. Normal fault rupture interaction with strip foundations;Anastasopoulos;J. Geotech. Geoenviron. Eng., ASCE,2009
4. Numerical evaluation of the effect of differential settlement on the performance of GRS-IBS;Ardah;Geosynthetics Int.,2018
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Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Case study of GRS design considering the effect of reverse fault movement;Geosynthetics: Leading the Way to a Resilient Planet;2023-09-11
2. Model tests on soil foundation reinforced by geosynthetic encased granular columns subjected to reverse fault movement;Geosynthetics: Leading the Way to a Resilient Planet;2023-09-11
3. Mitigation of reverse faulting in foundation soils using geosynthetic-encased granular columns;Transportation Geotechnics;2023-09
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