摘要
对三轴试验的影响因素进行了初步探讨,并对现行无粘性土扰动样的制备、饱和方法进行分析总结。
This paper the effect of triaxial compression test is discussed , then the current specimen making of cohesionless disturbed soil sample and the present method of saturation in the laboratory were presented.
出处
《土工基础》
2006年第3期73-75,共3页
Soil Engineering and Foundation
关键词
三轴试验
无粘性土
饱和度
triaxial compression test, cohesionless soil, degree of saturation
