Cyclic Triaxial Tests of Saturated Clay and Stability Numerical Analysis of Inland Waterway Slope under Effect of Ship Wave

被引:0
|
作者
Wang, Yuan-Zhan [1 ]
Liu, Xu-Fei [1 ]
Zhang, Zhi-Kai [1 ]
Ma, Dian-Guang [1 ]
机构
[1] Tianjin Univ, Sch Civil Engn, Tianjin Key Lab Port & Ocean Engn, Tianjin 300072, Peoples R China
关键词
saturated clay; dynamic characteristics; inland waterway; ship wave; stability numerical analysis;
D O I
10.4028/www.scientific.net/AMM.268-270.629
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Ship wave is one of the key factors that affect slope stability of inland waterway because of scour and corrosion. In this paper, the investigations on the softening index, the residual strain and the shear strength with cyclic loading of saturated clay were carried out through cyclic triaxial shear tests in conditions of three different ambient pressures in Naji area on the upper reaches of You River in Guangxi. The relationship between softening index and vibration times, the relationship between residual strain and vibration times as well as the shear strength discounting ratio curve varying with cyclic loading were obtained. Based on the tests, the finite element model of inland waterway slope was founded to analyze the stability of inland waterway slope under effect of ship wave.
引用
收藏
页码:629 / 636
页数:8
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