Geotechnical Centrifuge Shaking Table Tests and Numerical Simulation of Soil-structure

被引：6
|
作者：
Liu, Jingbo [1 ]
Zhao, Dongdong [1 ]
Wang, Wenhui [1 ]
Liu, Xiangqing [2 ]
机构：
[1] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
[2] Beijing Longhu Properties Co Ltd, Beijing 100029, Peoples R China
来源：
ADVANCES IN CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 256-259卷
基金：
北京市自然科学基金;
关键词：
centrifuge test; soil-structure interaction; numerical simulation; underground structure;
D O I：
10.4028/www.scientific.net/AMM.256-259.372
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Two geotechnical centrifuge model tests of a soil-structure system with different burial depths are performed to investigate the interaction between soil and structure. The tests are performed at 50 gravitational centrifuge accelerations and the input motion is Kobe wave. This paper focuses on the accelerations and displacements in the soil-structures system. The peak accelerations and displacements along the axis of the structure and along the vertical line 17cm away from the axis are presented. The acceleration and displacement response due to the interaction between soil and structure are studied.
引用
收藏
页码：372 / +
页数：2
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