摘要
通过对汕头市区软土的物理力学性质和工程地质特性的研究表明，饱和状态软粘土的物理力学性质均与含水量的关系密切。软土的压缩性质与抗剪强度，随土的结构强度的改变而出现异常，为此，在软土地区开展工程勘察，应配合适当数量的原位十字板剪切试验和静力触探试验等原位测试手段，以更精确地了解软土的工程地质特性。
The research result of the physical-mechanical and engineering geology properties of soft clay in Shantou indicates that the physical-mechanical properties are related clossly to its mosture content The pressure property and shear strength of soft clay are innormal due to the change of its structural strength The in-situ vane shear test and static cone penetration test should be used during the investigation in the soft clay area, so that the engineering geology properties should be understanded more exactly
出处
《桂林工学院学报》
1998年第3期261-265,共5页
Journal of Guilin University of Technology
关键词
软土
工程地质特性
广东
汕头
soft clay
engineering geology property
Shantou
