Dynamic analysis on the stability of high reinforced soil slope under seismic effects

被引：0
|
作者：
Tang, Xiao-Song [1 ,2 ]
Lai, Jie [2 ]
Zheng, Ying-Ren [3 ,4 ]
机构：
[1] Chongqing Univ, Sch Civil Engn, Chongqing, Peoples R China
[2] Logist Engn Univ Chongqing, Chongqing, Peoples R China
[3] Logist Engn Univ, Chongqing, Peoples R China
[4] Engn & Technol Res Ctr Geol Hazard Prevent & Trea, Chongqing, Peoples R China
来源：
CIVIL ENGINEERING AND URBAN PLANNING IV | 2016年
关键词：
CALIBRATION;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
At present, there is a lack of reasonable design and calculation method for the high slope of reinforced soil. Based on the strict mechanic theories, the paper adopts FEM strength reduction to carry out static analysis and dynamic analysis under seismic effects on the high reinforced soil slope in Hechi Airport, Guangxi Province. The calculation results indicate that both the dynamic and static safety factors and the length of reinforced belt can satisfy the design requirement. The monitored data in the field are in coincidence with the result of numerical calculation, and the engineering project is stable and reliable after the completion of construction.
引用
收藏
页码：265 / 270
页数：6
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