Nonlinear Creep Analysis for Soft Soil Engineering
Zheng Rong ming Lu Hao liang Sun Jun (The Hong Kong Polytechnic University) (Tongji University, Shanghai)
A nonlinear creep soil model which is based on laboratory creep test results is proposed in the present paper. Finite element analysis for this nonlinear creep soil model is developed and numerical analsis is carried out for a deep excavation project. The measured results compare favourably with the numerical results which suggests that this new model can be used for practical case.
【CateGory Index】： TU470.3