Strength of frozen saline silt under triaxial compression with high strain rate

被引：0
|
作者：
Anatoly O. Sinitsyn
Sveinung Løset
机构：
[1] St. Petersburg State Polytechnical University,Norwegian University of Science and Technology
[2] The University Centre in Svalbard,undefined
来源：
Soil Mechanics and Foundation Engineering | 2011年 / 48卷
关键词：
High Strain Rate; Radial Stress; Triaxial Compression; Constant Strain Rate; Triaxial Compression Test;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined.
引用
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页码：196 / 202
页数：6
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