Study of influence of deep pit excavation on adjacent bridge foundation piles

被引：0
|
作者：
Wang, Cui [1 ]
Yan, Shuwang [1 ]
Zhang, Qibin [2 ]
机构：
[1] School of Civil Engineering, Tianjin University, Tianjin 300072, China
[2] Tianjin Municipal Engineering Design Institute, Tianjin 300201, China
来源：
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2010年 / 29卷 / SUPPL. 1期
关键词：
Elastoplasticity - Soils - Soil mechanics - Excavation;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Based on the practical experiences, elastoplastic model is established by adopting finite differential method. Modified through monitoring data, the model is used to simulate the process of excavation and to analyze the mechanism of the influence on deep foundation induced by pit excavation. Furthermore, three effective controlling measures are presented for reducing the influence.
引用
收藏
页码：2994 / 3000
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