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 modify Cam-Clay model is a elastoplastic model, it can reflect the deformation character of normal consolidation and low overconsilidation clay.
本文是对典型超固结裂隙粘土强度特性的研究结果。
The research results for shearing strength behaviours of typically overconsolidatedfissure clays are given in the paper.
引入时间参数分析在粘土中沉桩时所引起的超静孔隙水压力，给出了考虑固结效应的超静孔隙水压力的解。
Time is adopted to analyze excess pore water pressure due to driven pile in clay; and a formula is derived.
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