以此为基础，再根据南京某基坑工程现场变形监测结果，由反分析获取SSC模型参数，并对模型参数进行验证。
Based on that, the parameters of SSC model were gained and validated by field monitoring deformations in some excavation engineering at Nanjing.
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。
The re-consolidation deformation law of soil is analysed and a method of determining coefficient of volume compressibility is suggested.
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