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Small-strain triaxial tests and constitutive modeling of Shanghai soft clays

In order to reduces the influence of the existing buildings in the surrounding area, the surrounding soil of the new project usually requires the control of the small strain state (0.001%~0.1%). In recent years, the construction scale of underground projects has been continuously expanded, and the m...

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Главный автор: YANG Tong-shuai 1, YE Guan-lin 1, GU Lin-lin 2
Формат: Artigo
Язык:Inglês
Опубликовано: Editorial Office of Chinese Journal of Geotechnical Engineering 2018-10-01
Серии:Yantu gongcheng xuebao
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Online-ссылка:https://www.cgejournal.com/en/article/doi/10.11779/CJGE201810021
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