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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Bibliografski detalji
Glavni autori: Chengzhi Xiao, Xiangsheng Meng, Shan Gao, Luqiang Ding
Format: Članak
Jezik:English
Izdano: Elsevier 2025-01-01
Serija:Journal of Rock Mechanics and Geotechnical Engineering
Teme:
Online pristup:http://www.sciencedirect.com/science/article/pii/S1674775524002488