Analysis of single-pile settlement in saturated soils

被引：0

作者：

Zhusupbekov A.Zh. ^{[1
]}

Zhakulin A.S. ^{[1
]}

机构：

[1] L. N. Gumilev Eurasian National University,

来源：

Soil Mechanics and Foundation Engineering | 2006年 / 43卷 / 1期

关键词：

Civil Engineer; Pore Pressure; Structural Foundation; Hydraulic Engineer; Saturated Soil;

D O I：

10.1007/s11204-006-0015-5

中图分类号：

学科分类号：

摘要：

The axisymmetric mixed problem of the theory of elasticity and plasticity for description of the initial stress-strain state around a single pile in a saturated bed is solved with consideration given to pore pressure. The bearing capacity of a single pile in saturated soils is evaluated. © 2006 Springer Science+Business Media, Inc.

引用

页码：8 / 12

页数：4