Three Dimensional Finite Element Analysis of Slope Stability Under Poole Water Level Fluctuation and Precipitations

›› 2016, Vol. 30 ›› Issue (6): 662-666.

Previous Articles Next Articles

Three Dimensional Finite Element Analysis of Slope Stability Under Poole Water Level Fluctuation and Precipitations

FANG Sifa

(Wuhan Municipal Road & Bridge Co., Ltd.Wuhan 430000)

Received:2016-06-21 Revised:2016-07-13 Online:2016-12-20 Published:2016-12-22

Abstract

Abstract: The stability of Hujiapo landslide in the Three Gorges Reservation Area was performed by considering the pool level fluctuation and the precipitations. The progressive deformation of the slope induce by the pool level fluctuation was predicted. The landslide was simulated with three dimensional finite element analysis using MohrCoulomb constitutive model and tension failure criterion under the pool water level fluctuations and precipitation conditions. The extreme loading conditions were simulated in the numerical analysis.

Key words: Water Level Fluctuation, Precipitations, Slope Stability Analysis, Fluid-Solid Coupling

FANG Sifa. Three Dimensional Finite Element Analysis of Slope Stability Under Poole Water Level Fluctuation and Precipitations[J]. , 2016, 30(6): 662-666.

[1]	SHI Rongjun, LIU Yisheng, ZHANG Guoyin. Discrete Element Simulation of Seabed In-Situ Cone Penetration Test [J]. Soil Engineering and Foundation, 2025, 39(4): 580-585.
[2]	TANG Yunfeng, LIU Hong, XIANG Xiqiong, WANG Wenjun, LI Linwei. Application of COMSOL in the Development of Soil Cavity under Water Level Fluctuation [J]. Soil Engineering and Foundation, 2025, 39(2): 305-310.
[3]	GENG Xuefeng. Analysis of an Embankment Slope Stability by Using Transfer Function Method [J]. Soil Engineering and Foundation, 2023, 37(6): 915-919.
[4]	WU Jing, XIA Yuxiang, LIU Yong. Three-Dimensional Slope Stability Analysis Considering Spatial Variability of Fractured Zones [J]. Soil Engineering and Foundation, 2022, 36(4): 588-593.
[5]	KANG Jingyu. Influence of Shear Strength Parameters on the Slope Stability Analysis Results [J]. Soil Engineering and Foundation, 2022, 36(4): 612-616.
[6]	LIU Haifeng, DONG Bangsuo, ZHU Jinlong. Numerical Simulation and Control Measures of Seepage Field and Displacement Field of a Shielded River Crossing Tunnel [J]. Soil Engineering and Foundation, 2022, 36(1): 65-69.
[7]	LIN Lianquan, YE Daicheng. Fluid-Solid Coupling Analysis of Deep Excavation of a Cut and Cover Tunnel in a Lake [J]. Soil Engineering and Foundation, 2021, 35(4): 476-481.
[8]	LI Xike. Finite Element Analysis of Stability of Unsaturated Double Layer Soil Slope under Heavy Rainfall [J]. Soil Engineering and Foundation, 2021, 35(3): 343-346.
[9]	FENG Tao. Local Hazards and Stability Analyses of High Mountain Slope Under Precipitations [J]. Soil Engineering and Foundation, 2021, 35(2): 111-115.
[10]	MAO Feng1, ZHANG Guitao2. Stability Analysis of the Reactivation of an Existing Landslide [J]. , 2019, 33(3): 363-365.
[11]	LI Chunxia, XIAO Shirong, YUAN Qianbo, WANG Tao， HOU Zhenzhu. Monitoring and Analysis of Ground Movement at Kaziwan Landslide Zone [J]. , 2018, 32(6): 685-688.
[12]	LUO Guangcai1, CHEN Miaoquan2, WEI Chunhua1, YONG Bang1, YANG Yong1. Stability Evaluation of Weak Slopes under Heavy Precipitation [J]. , 2018, 32(5): 532-535.
[13]	YU Zhi， MAO Chengwen. Stability Analysis of a Landslide in Fengjie Eco-Friendly Immigration Industrial Park [J]. , 2016, 30(2): 127-130.
[14]	CUI Feng. Evaluation and Remediation of a Landslide at the South Side of an Open Pit Mine [J]. , 2016, 30(2): 136-139.
[15]	CHENG Haikun, WEI Xiaoyang, GUO Yaolin. Stability Analysis on H3 Landslide at Sichuan-Tibet Highway G317 [J]. , 2013, 27(6): 26-28.

Three Dimensional Finite Element Analysis of Slope Stability Under Poole Water Level Fluctuation and Precipitations

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments