On the Use of Numerical Methods to Analyze Bed Deformations

被引：0
|
作者：
V. V. Orekhov
机构：
[1] Moscow State University of Civil Engineering,
来源：
Soil Mechanics and Foundation Engineering | 2016年 / 53卷
关键词：
Triaxial Test; Foundation Settlement; Deformation Modulus; Preconsolidation Pressure; Compact Sand;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The results of numerical studies examining the interaction between a foundation slab and a uniform bed are examined. A comparison is presented of foundation settling according to the way in which the bed and foundation are modeled.
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页码：1 / 4
页数：3
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