摘要
本文通过对无重介质地基极限承载力基本问题的求解讨论，从而把表面上互不相关的土的极限平衡方程式、Ｐｒａｎｄｔｌ－Ｒｅｉｓｓｎｅｒ极限承载力公式和Ｍｅｙｅｒｈｏｆ深基础极限承载力有机地统一起来，同时也探讨了倾斜荷载下地基的极限承载力问题．
By seeking the solution and discussion of basic question in null-gravity medium ground, the relation between the formula of the limiting equilibruim equation on soil and formula of Prandtl-Reissuer maximum bearing pressure and the formula of Meyerhof maximum bearing pressure on deep foundation are united. At thesame time,the extreme bearing pressure of ground under slanting load is also discussed.
关键词
地基
刚塑体
极限承载力
无重介质
Ground
Rigid-plasticity body
Extreme bearing pressure
