The Saturated - Unsaturated Seepage Analysis of Hualianshu Landslide on the Condition of Rainfall

Yu Hu; Qiang Feng

doi:10.4028/www.scientific.net/AMR.594-597.387

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597The Saturated - Unsaturated Seepage Analysis of...

The Saturated - Unsaturated Seepage Analysis of Hualianshu Landslide on the Condition of Rainfall

Abstract:

With the saturated - unsaturated seepage theory, Hualianshu landslide is seepage numerical simulated by the finite element method .The changes of Hualianshu landslide seepage are subject to the impact of rainfall and reservoir water level's changes.The formation and variation of the slope seepage field under rainfall infiltration have been come to, providing a basis for analysis of slope stability and landslide prediction.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

387-390

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.387

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Online since:

November 2012

Authors:

Yu Hu, Qiang Feng

Keywords:

Rainfall Infiltration, Seepage Analysis, Slope, Water Level

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References

[1] Zheng Hong, Feng Qiang ,Luo Xianqi,et al, Finite element analysis on landslide mechanism at Shiliushubao, Chinese Journal of Rock Mechanics and Engineering,2004, 23(10)：1648～1653.

Google Scholar

[2] Feng Qiang,Zheng Hong,Luo Xianqi, Preliminary Analysis of Causes of a Certain Landslide in Three Gorges Reservoir Area ,J of China Three Gorges Univ. (Natural Sciences),2005,27(1):6~10.(in Chinese)

Google Scholar

[3] Feng Qiang,Xiao shirong,3D FEM Analysis for Shiliushubao Landslide Applied Three Gorges Reservoir Water Level,2010 international symposium on multi-field coupling theory of rock and soil media and its applications:633-639,2010.

DOI: 10.1109/icmt.2011.6001736

Google Scholar

[4] Qiang Feng, Seepage Analysis for Dashiban Landslide Applied Multi-day Rainstorm Once in Fifty Years, Advanced Materials Research, Vols.374-377:2493-2496,2012.

DOI: 10.4028/www.scientific.net/amr.374-377.2493

Google Scholar

[5] Qiang Feng, Seepage Analysis for Dashiban Landslide Applied Multi-day Rainstorm Once in Hundred Years, Applied Mechanics and Materials, Vols.117-119:443-446,2012.

DOI: 10.4028/www.scientific.net/amm.117-119.443

Google Scholar

[6] Qiang Feng, Shirong Xiao, Seepage Analysis for Qianjiangping Landslide Applied Three Gorges Reservoir Water Level and Heavy Rainfall, Applied Mechanics and Materials, Vols. 90-93:734-737,2011.

DOI: 10.4028/www.scientific.net/amm.90-93.734

Google Scholar

[7] Qiang Feng, Shirong Xiao, Mechanical Mechanism Analysis for Qianjiangping Landslide Damage on Three Gorges Reservoir, Advanced Materials Research,Vol. 340:126-129,2012.

DOI: 10.4028/www.scientific.net/amr.340.126

Google Scholar

[8] Qiang Feng, Shirong Xiao, Plastic failure analysis for Qianjiangping Landslide under the influence of Three Gorges Reservoir normal operation and heavy rainfall, 2011 International Conference on Multimedia Technology, 4028-4031, 2011.

DOI: 10.1109/icmt.2011.6002836

Google Scholar

[9] Qiang Feng, Shirong Xiao, 3D FEM analysis for Qianjiangping Landslide deformation under the influence of Three Gorges Reservoir normal operation and heavy rainfall, 2011 International Conference on Multimedia Technology, 3801-3805,2011.

DOI: 10.1109/icmt.2011.6001736

Google Scholar