Undrained Solution for Cylindrical Cavity Expansion in Structured Soils Incorporating Destructuration Effect
The cavity expansion theory provides a theoretical basis for the displacement prediction of the installed piles and the analysis of pressuremeter test results. However, there is a lack of systematic analysis of the influences of soil structure in the existing solutions. In this paper, based on the C...
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| Главный автор: | |
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| Формат: | Artigo |
| Язык: | Chinês |
| Опубликовано: |
Editorial Office of Journal of Shanghai Jiao Tong University
2024-07-01
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| Серии: | Shanghai Jiaotong Daxue xuebao |
| Предметы: | |
| Online-ссылка: | https://xuebao.sjtu.edu.cn/article/2024/1006-2467/1006-2467-58-7-1097.shtml |
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