复合地基 桩土接触地应力平衡不了 遇到下面错误
浏览：11828 回答：1
A geostatic procedure with maximum displacement tolerances is supported only for continuum elements with pore pressure degree of freedom and the corresponding stress/displacement continuum elements. In general, the use of other elements with this procedure may lead to poor convergence or no convergence of the analysis.
可以参考我的技术邻视频如何来解决桩土地应力平衡问题