摘要
通过长江三角洲入海口软土的静力触探试验和十字板剪切试验结果的对比分析,表明不排水抗剪强度Cu与比贯入阻力Ps存在明显的线性相关关系;利用Cu-Ps的密切相关性,通过连续测定土层的静力触探试验成果,可以获得供工程设计使用的连续土层的强度力学参数,大大减少勘察工作量,节约勘察成本。
There is the linear correlation for the undrained shear strength and the penetration by analysis of Static Cone Penetration Test and Vane Shear Test in estuary of the Yangtze delta.the mechanical parameters of stratum was got by using the Static Cone Penetration Test result combined wiht Cu-Ps＇s relationship,and the task of investigation and costs greatly was reduced.
出处
《土工基础》
2010年第1期79-81,共3页
Soil Engineering and Foundation
