Calculation of slotted foundations in spatial stress-strain state of soil base

被引：0
|
作者：
Aleynikov, SM [1 ]
机构：
[1] State Acad Architecture & Construct, Voronezh, Russia
来源：
PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS | 1997年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The necessity for investigating contact interaction of bases with rigid slotted foundations in spatial formulation is substantiated. The procedure for numerical solution of spatial contact problem for a slotted foundation on the basis of the direct boundary element method has been devised. Taking into account the foundation shape, the method proposed permits determining the foundation displacements and stresses on the contact surface as well as investigating the stress-strain state in its active zone. The questions of optimizing the shape and the loading parameters of slotted foundations are considered.
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页码：629 / 632
页数：4
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