In normalconsolidation state the coefficient remains approximately a constant value.
当处于正常固结状态时，次固结系数近似为一常数。
2
The modify Cam-Clay model is a elastoplastic model, it can reflect the deformation character of normalconsolidation 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。
3
The normalconsolidation line, the critical state line and the strength envelope line are determined from the laboratory tests, and equations of these lines are given.