Dynamic analysis on the stability of high reinforced soil slope under seismic effects
被引:0
|
作者:
Tang, Xiao-Song
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机构:
Chongqing Univ, Sch Civil Engn, Chongqing, Peoples R China
Logist Engn Univ Chongqing, Chongqing, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing, Peoples R China
Tang, Xiao-Song
[1
,2
]
Lai, Jie
论文数: 0引用数: 0
h-index: 0
机构:
Logist Engn Univ Chongqing, Chongqing, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing, Peoples R China
Lai, Jie
[2
]
Zheng, Ying-Ren
论文数: 0引用数: 0
h-index: 0
机构:
Logist Engn Univ, Chongqing, Peoples R China
Engn & Technol Res Ctr Geol Hazard Prevent & Trea, Chongqing, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing, Peoples R China
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
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.
机构:Testing Center of Geotechnical Engineering and Foundation,School of Civil Engineering; Key Laboratory of Disaster Mitigation in Civil Engineering of Gansu Province
Huang Anping
Ye Shuaihua
论文数: 0引用数: 0
h-index: 0
机构:Testing Center of Geotechnical Engineering and Foundation,School of Civil Engineering; Key Laboratory of Disaster Mitigation in Civil Engineering of Gansu Province
Ye Shuaihua
Soil Mechanics and Foundation Engineering,
2020,
57
: 356
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363