Effects of the shear stress strength and the average normal stress on deformation of frozen soil

被引:0
作者
Ma, W
Wu, ZW
Chang, XX
Sheng, Y
机构
[1] State Key Laboratory of Frozen Soil Engineering, LIGG, Chinese Academy of Sciences, Lanzhou 730000, China
来源
PROGRESS IN NATURAL SCIENCE | 1997年 / 7卷 / 05期
关键词
shear stress strength; average normal stress; frozen soil; deformation;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Based on triaxial creep tests of frozen sandy soil, it is found that the volume strain is not zero and is affected obviously by the shear stress strength during creep process of frozen sail. The shear strain is not only controlled by the shear stress strength, but also related closely to the average normal stress. It is not reasonable and feasible to calculate directly the creep parameters under triaxial stress from the uniaxial creep equation according to the traditional method.
引用
收藏
页码:594 / 599
页数:6
相关论文
共 4 条
[1]  
VIYALOV SS, 1987, RHEOLOGICAL PRINCIPL, P395
[2]  
VIYALOV SS, 1962, STRENGTH CREEP FROZE, P78
[3]  
VIYALOV SS, 1959, RHEOLOGICAL BEHAV BE, P89
[4]  
WU ZW, 1994, STRENGTH CREEP FROZE, P29