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对无重介质地基极限承载力的认识
引用本文:杨雪强. 对无重介质地基极限承载力的认识[J]. 湖北工业大学学报, 1995, 0(1)
作者姓名:杨雪强
作者单位:湖北工学院土木工程系
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.

关 键 词:地基,刚塑体,极限承载力

Realization for Extreme Bearing Pressure of Null-Gravity Medium Ground
Yang Xueqiang. Realization for Extreme Bearing Pressure of Null-Gravity Medium Ground[J]. Journal of Hubei University of Technology, 1995, 0(1)
Authors:Yang Xueqiang
Affiliation:Yang Xueqiang
Abstract: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.
Keywords:Ground  Rigid-plasticity body  Extreme bearing pressure  
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