A bi- triangular seriesed displacement model is adopted according to the boundary condition and deformation characteristics of rectangular raft. Displacement compatibility method in consideration of pile compressibility is used to analyze the mutual influence between piles and soil.
提出了一种分析筏-桩-土共同作用工作性状的实用计算方法—位移协调法［1］．该方法假定筏极与桩土地基位移协调，对矩形筏板根据其边界条件和变形性状采用一种双重三角级数位移模式．对拉土地基采用单桩计算方法—考虑桩压缩性的位移协调法［1，2］，分析桩土之间的相互影响。
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With consideration of displacement compatibility a design method of the buried circular tube has been proposed in this paper.
本文考虑了涵管结构与土的位移协调，提出了相应的涵管设计方法。
This condition simplifies the displacement compatibility analysis and has generated a proliferation of "rigid pier" solutions.
这一条件使刚性基础相应的位移分析得以简化，并提出许多“刚性基础”的解。
These solutions are then combined with the displacement compatibility between the pile and the surrounding soil to analyze the torsional behaviour of a single pile.
利用此基本解并考虑桩土位移协调条件，提出了层状地基中单桩扭转变形分析的解析方法；
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