在竖井的开挖过程中，不可避免的出现变形与稳定性问题。
In process of shaft's excavation, the problem of transformation and stability is unavoidable.
利用块体动力模型研究表明：块体界面的动力变形与稳定性的影响效应规律与块体及界面的体变能力及块体大小密切相关。
The study on dynamic model of block indicates that the interface effects of blocks are related with the size of block and the capability of bulk deformation included in block and interface.
并以桩土应力比为纽带分析桩与桩间土体中应力应变的关系，确定桩体复合地基的竖向变形协调方程，介绍了复合地基的变形与稳定性分析方法。
Analyzed the stress-strain relation of pile and soil by the stress ratio, deduced the vertical deformation and harmony equation, introduced the analysis means of deformation and stabilization.
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