Theses parameters include compression index, expansion index, coefficient of secondary consolidation and initial coefficient of re consolidation volume compressibility, et al.

这些参数包括压缩指数、回弹指数、次固结系数、初始再固结体积压缩系数等。

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The methods for determining coefficient of reconsolidation volume compressibility and reconsolidation index are given.

提出再固结体积压缩系数和再固结压缩指数的概念并给出其确定方法。

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The re-consolidation deformation law of soil is analysed and a method of determining coefficient of volume compressibility is suggested.

讨论土体的再团结变形规律，提出再固结体积压缩系数的确定方法。最后分析冲击荷载作用后的强度变化。

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