Modified Cam-Clay Model 修正剑桥模型
subloading Cam-Clay model 下负荷面剑桥模型
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
The precision of Cam clay model is poor and the Sekiguchi Otha model gives excess deformation and a singularity point on the yield locus.
采用关口—太田各向异性模型，实测资料表明预测的变形偏大，且屈服面上有奇异点。
The results of the isotropic model are better than that of modified Cam-clay.
对比计算结果说明各向同性模型优于修正剑桥模型。
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。
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