基坑土体受超载影响的变形性状试验研究*

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Abstract On the basis of the undisturbed samples of clay from a high building excavation in Wuhan，China and imitated several stress paths that could occur in the excavation erection，a series of laboratory triaxial compression tests are accomplished to research the deformation characteristics of clay under increasing overload. The conclusion of the experimental research can be applied to the deformation calculation of excavation.

Key words： excavation overload stress path experimental research

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https://rockmech.whrsm.ac.cn/EN/Y2002/V21/IS/2234