Upper bound stability analysis of tiered geosynthetic-reinforced soil wall
The tiered geosynthetic-reinforced soil (GRS) walls have been increasingly applied in the high and steep retaining soil structures. However, very little is known about the design method for the tiered GRS wall in practice. This study is aimed at proposing an upper-bound stability analysis method of...
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Main Authors: | Chengzhi Xiao, Xiangsheng Meng, Shan Gao, Luqiang Ding |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2025-01-01
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Series: | Journal of Rock Mechanics and Geotechnical Engineering |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775524002488 |
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