Change Law of Vane Shear Strength of Soft Soil with Depth in Coastal City

被引：0

作者：

Yang, P. ^{[1
]}

Deng, T.

Zhou, Z. J.

Tang, Y. Q. ^{[1
]}

Wang, J. X. ^{[1
]}

机构：

[1] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China

来源：

NEW FRONTIERS IN ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2013年

关键词：

Soft soil; Vane shear test; Vane shear strength;

D O I：

10.1007/978-3-642-31671-5_28

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The in situ vane shear test is one of the most common in situ tests to obtain the shear strength of soft soil. Based on the data of the in situ vane shear tests of mucky soft soil in Zhoushan, change law of vane shear strength of mucky soft soil with depth is analyzed. The test results show that vane shear strength of mucky soft soil increases nonlinearly with increasing of depth of soil. The relationship of vane shear strength and depth of soil was fitted by conic model.

引用

页码：169 / 171

页数：3