Research on the Collapse Coefficient of Collapsible Loess under Unloading

In the geogenetic overburden excavation of underground space projects (such as comprehensive pipe corridors or subways), the foundation stress is in an unloading state. The effect(s) from the unloading on the coefficient of subsidence in the loess area should be considered. In this study, to explore...

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Bibliographic Details
Main Authors: Bin Zhi, Pingping Wei, Xiaochan Wang, Zengyue Li, Yilong Ren, Hui Zhang, Jinhua Li, Botuan Deng
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6672301