Stress-relaxation method

被引：0
|
作者：
A. N. Trufanov
机构：
[1] N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures,
来源：
Soil Mechanics and Foundation Engineering | 2012年 / 49卷
关键词：
Pore Water; Pore Pressure; Vertical Stress; Load Step; Relative Deformation;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
A new method is presented for the compression testing of soils in a stress-relaxation regime; the method is based on stepwise forced deformation of a specimen with its subsequent relaxation. An alternate scheme of the method with forced stress release during relaxation is examined. It is demonstrated that use of the method appreciably shortens the overall duration of geologic engineering surveys.
引用
收藏
页码：172 / 178
页数：6
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