modified cambridge model

基本解释

The expressions of these coefficients for Tsinghua elastoplastic model, modified Lade's model and modified Cambridge model were derived.
导出清华弹塑性模型、修正的拉德模型和修正剑桥模型的孔压系数表达式；
Two common foundation models, linear elastic model and modified Cambridge model are analyzed, and the former is selected as the model for soft soil in this paper.
分析了常用的两种地基模型—线弹性模型和修正剑桥模型，并选择了线弹性模型作为本文的地基模型；
In the analysis, the soil body of close field is simulated with the modified Cambridge Model on the contact surface between the pile and soil and the non linear analysis for the far field soil body.
分析中用修正剑桥模型进行近域土体的模拟，对桩土接触面及远域土体进行非线性分析。