Feasibility of pile-shell foundations with prestressed soil beds

被引：0
|
作者：
Z. G. Ter-Martirosyan
Ya. A. Pronozin
M. A. Stepanov
机构：
[1] Moscow State Civil-Engineering University,
[2] Tyumen’ State Architectural and Civil-Engineering University,undefined
来源：
Soil Mechanics and Foundation Engineering | 2012年 / 49卷
关键词：
Bearing Capacity; Pile Group; Pile Foundation; Variable Stiffness; Cement Grout;
D O I：
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中图分类号：
学科分类号：
摘要：
Interaction between a large-scale model of a combined pile-shell foundation with a clayey soil bed is examined under field conditions. The influence exerted on the change in the stress-strain state of the soil bed by prestressing of the soil after pressing of the under-shell space and an increase in external load is described
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页码：119 / 123
页数：4
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