Seepage Analysis for Dashiban Landslide Applied Typical Rainfall

Qiang Feng; Feng Hua Fang

doi:10.4028/www.scientific.net/AMR.446-449.1747

Paper Titles

Studies on the Index of Energy Momentary Change Rate for Sliding Base-Isolated Structures on Different Level of Friction Coefficient
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Optimal Design of Post-Processing Technology Based on Bearing Capacity Control
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The Study of Field Effect through Uniaxial Compression Experiment on Marine Recycled Concrete Specimen Based on DPDM Technique
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In Situ FT-IR Studies on the Urethane Reaction Kinetics of 3-Methyl-1,3-Butanediol in Nitrogen-Contained Solvent
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Seepage Analysis for Dashiban Landslide Applied Typical Rainfall
p.1747

Upper Bound Solution for Ultimate Bearing Capacity of Foundation Based on Unified Strength Theory
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General Slice Method Based on Rigorous Equilibrium to Solve the Factor of Safety
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Numerical Simulation of Pumping Well-Underground Concrete Wall-Recharging Well in Dewatering of Deep Foundation Pit
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Numerical Simulation of the Interfacial Behaviour of Grouted Rockbolts in Tunnel Support Based on a Tri-Linear Bond-Slip Model
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Seepage Analysis for Dashiban Landslide Applied...

Seepage Analysis for Dashiban Landslide Applied Typical Rainfall

Abstract:

Saturated and unsaturated seepage analysises are given for Dashiban Landslide applied a particular rainfall type, The impaction of typical rainfall on the stability of landslide is discussed, and further research foundation is layed.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

1747-1750

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.1747

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Online since:

January 2012

Authors:

Qiang Feng, Feng Hua Fang

Keywords:

Landslide, Saturated and Unsaturated Seepage, Typical Rainfall

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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] Zheng H, Liu DF, et al. A new formulation of Signorini's type for seepage problems with free surfaces. International Journal for Numerical Methods in Engineering, 64(1): 1 – 16, 2005.

Google Scholar

[4] Zheng H, Liu DF, Li CG. Slope stability analysis based on elasto-plastic finite element method. International Journal for Numerical Methods in Engineering, 64(14): 1871 – 1888, 2005.

DOI: 10.1002/nme.1406

Google Scholar

[5] 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

[6] 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

[7] 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

[8] 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

[9] 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

[10] 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

[11] 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