Modified Cam-Clay Model 修正剑桥模型
subloading Cam-Clay model 下负荷面剑桥模型
Cam Clay model 剑桥土本构模型
modify cam-clay model 修正剑桥模型
Cam-clay model parameters 剑桥模型参数
improved Cam-clay dynamic constitutive model 改进剑桥动力本构模型
Effect of input parameters of the wall-soil interface and the Modified Cam-Clay model on the response of deep excavations is also discussed.
分析了修正剑桥模型各参数对基坑变形的影响。
参考来源 - 上海地区支护结构与主体地下结构相结合的深基坑变形性状研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The Cam-clay model has widely been used in the last decades which described the main features of soil elastic-plastic stress-strain relationship.
著名的剑桥模型描述了土的塑性本构关系，在提出的几十年中已得到广泛的应用。
The modify Cam-Clay model is a elastoplastic model, it can reflect the deformation character of normal consolidation and low overconsilidation clay.
修正剑桥模型是一种弹塑性模型，在许多情况下可以较好地反映正常固结和弱超固结粘土的变形特性。
The traditional dilatancy equation of Cam-clay model was modified and the relativity between the phase transformation stress ratio and initial effective pressure was considered.
模型对传统修正剑桥模型中的剪胀性公式进行了改进，考虑了状态转换应力比与初始有效围压的相关性。
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