摘要
本文通过对上海淤泥质粉质粘土和淤泥质粘土,在K_0固结条件下的常规三轴和真三轴排水剪切试验,探讨了K_0固结状态对上海软土强度和变形性能的影响规律,并与各向等压固结三轴排水剪切试验的情况进行了比较和分析。
By the conventional triaxial and true triaxial drained shear testing under K0 consolidation conditions for the Shanghai mucky silty clay and mucky clay . this paper discusses the influential law of the Ko consolidation state to the strength and deformation behaviour of Shanghai soft soils . Comparison and analysis are made to the conditions of consolidated isotropically drained shear test .
出处
《勘察科学技术》
1995年第6期22-25,共4页
Site Investigation Science and Technology
基金
国家自然科学基金项目
关键词
软土
抗剪强度
变形模量
剪切试验
K0固结条件
soft soils
shear strength
deformation modulus i coefficient of earth pressure at rest
shear test
Shanghai
