Overturning of a reinforced-concrete gravity bridge pier on a sandy bed

被引：2
|
作者：
Rhee I. [1 ,2 ,3 ]
Choi E. [1 ,2 ,3 ]
Kim H.-T. [1 ,2 ,3 ]
Roh Y.-S. [1 ,2 ,3 ]
机构：
[1] Korea Railroad Research Institute, Uiwang
[2] Department of Civil Engineering, Hongik University, Seoul
[3] Department Agricultural Engineering, Seoul National University of Technology, Seoul
来源：
Soil Mechanics and Foundation Engineering | 2011年 / 48卷 / 5期
关键词：
Pier; Bearing Capacity; Butt Joint; Spread Footing; Mohr Circle;
D O I：
10.1007/s11204-011-9144-6
中图分类号：
学科分类号：
摘要：
The mechanism responsible for the overturn of a reinforced-concrete gravity bridge pier on a sandy bed under a lateral shear load is investigated. A modified Drucker-Prager elasto-plastic cap model was used for nonlinear analysis of the combined performance of the sandy bed and pier. Different mechanisms of sequential failure of unanchored and anchored systems are examined for different load paths in average- and deviator-stress coordinates. © 2011 Springer Science+Business Media, Inc.
引用
收藏
页码：169 / 176
页数：7
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