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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| Hlavní autoři: | , , , , , , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Wiley
2021-01-01
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| Edice: | Advances in Civil Engineering |
| On-line přístup: | http://dx.doi.org/10.1155/2021/6672301 |
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