Consideration of Contraction of Loose Soil During Analysis of Cast-in-Place Piles

被引：0
|
作者：
V. V. Orekhov
M. V. Orekhov
机构：
[1] JSC NEKS,
[2] Moscow State Civil Engineering University,undefined
来源：
Soil Mechanics and Foundation Engineering | 2015年 / 51卷
关键词：
Shear Strain; Triaxial Test; Vertical Load; Loose Sand; Dense Sand;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Results are presented for numerical investigations of the interaction between a single cast-in-place pile and a bed composed of loose sand. The limiting vertical load on the pile and its settlements are compared as a function of the method used to account for soil contraction.
引用
收藏
页码：282 / 284
页数：2
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