摘要
软土对地基稳定性影响很大。软土工程性质较差,会对地基的稳定性产生不利影响。通过研究某人工岛项目软土的不同固结度三轴固结不排水剪切试验强度,得知随着软土固结度的增加,其三轴固结不排水剪的有效应力粘聚力和内摩擦角也逐渐增加。
Soft soil has great influence on the stability of foundation.Soft soil engineering property is poor,will have adverse effects on the stability of the foundation.Through research on an artificial island project soft soil with different degree of consolidation Consolidation-undrained Triaxial Shear Test, that with the increase of the degree of consolidation of soft soil, cohesion and internal friction angle is also gradually increasing.
作者
岳鹏坡
张宏明
Yue Pengpo Zhang Hongming(CCCC First Harbor Consultants Co.,Ltd.,Tianjin 300222,Chin)
出处
《四川水泥》
2016年第9期281-282,共2页
Sichuan Cement
关键词
软土
不同固结度
三轴固结不排水剪切试验
soft soil
different degree of consolidation
three axis consolidation and non drainage shear test
