Analysis of round foundation on composite foundation

被引：0
|
作者：
Zheng, G [1 ]
Jiang, XL [1 ]
Zhang, XW [1 ]
机构：
[1] Tianjin Univ, Dept Civil Engn, Tianjin, Peoples R China
来源：
COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 3 | 1997年
关键词：
D O I：
暂无
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
In this paper, to make the stress and strain at the pole of round slab(r=0) under arbitrarily load no longer discontinuous and undeterminable, two groups of displacement functions are suggested to express the displacement of round slab and that of the soil beneath and around the slab respectively. By using this method the analysis of round slab on composite foundation is carried with the column and soil being considered as anisotropic medium. Finally Some calculating examples are given.
引用
收藏
页码：1953 / 1957
页数：5
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