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- W2370672012 abstract "A method considering influence of overconsolidation on undrained strength of saturated clay is given for multi|staged deep excavation. And so a modified nonlinear constitutive model is proposed, in which stress path and stress history can be considered. By FEM analysis of typical example, the behaviors of deep excavation in soft clay and the influence of soil stress history are investigated." @default.
- W2370672012 created "2016-06-24" @default.
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- W2370672012 date "2000-01-01" @default.
- W2370672012 modified "2023-09-25" @default.
- W2370672012 title "Effect of soil stress history on the behavior of deep excavations in soft clay" @default.
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