摘要
介绍了原状冻土单轴抗压强度的试验方法,通过三种土质分别在不同温度下(-2、-6、-10、-15℃)进行的室内单轴抗压强度试验结果表明,原状冻土的抗压强度与温度之间符合线性关系。试验的结论为冻土地基基础的设计与施工提供了参考。
This paper introduces the test method of uniaxial compressive strength on frozen soil in original state. The result of the test on uniaxial compressive strength of three types of soil indoor under different temperature （ - 2, -6, - 10, - 15 ℃ ） shows that the uniaxial compressive strength of the original frozen soil has linear relation with temperature. The test provides preference for the basic design and construction of frozen soil foundation.
出处
《黑龙江电力》
CAS
2013年第1期79-81,共3页
Heilongjiang Electric Power
关键词
多年冻土
抗压强度
温度
试验
permafrost
compressive strength
temperature
test
