Numerical analysis of axial cyclic degradation of a single pile in saturated soft soil based on nonlinear kinematic hardening constitutive model

被引：0
|
作者：
Huang, Mao-Song [1 ,2 ]
Liu, Ying [1 ,2 ,3 ]
机构：
[1] Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai,200092, China
[2] Department of Geotechnical Engineering, Tongji University, Shanghai,200092, China
[3] College of Civil and Architecture Engineering, Guangxi University, Nanning,530004, China
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2014年 / 36卷 / 12期
关键词：
Cyclic loads - Hardening - Numerical methods - Kinematics - Piles - Pile foundations - Constitutive models - Soils - Stiffness;
D O I：
10.11779/CJGE201412003
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：2170 / 2178
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