Seepage Analysis for Qianjiangping Landslide Applied Three Gorges Reservoir Water Level and Heavy Rainfall

Qiang Feng; Shi Rong Xiao

doi:10.4028/www.scientific.net/AMM.90-93.734

Paper Titles

Study on Earth Pressure on the Top of Trapezoid Ditch-Buried Culverts
p.707

Determining the Contact-Length and Critical-Value for Deformed Foundation with Curvature Variation in Mining Area
p.714

Research on Mechanical Property and Economic Effect of Contractible Concrete Filled Steel Tube Support
p.722

Analysis of Slope Stability for West Project of Side Slope in XiaoLongtan Opencast
p.728

Seepage Analysis for Qianjiangping Landslide Applied Three Gorges Reservoir Water Level and Heavy Rainfall
p.734

Numerical Simulation of the Rock Bolts Non-Destructive Testing Based on ANSYS
p.738

Numerical Study on 3D Surface Crack Growth
p.744

Cellular Automata to Simulate Crack Propagation of Quasi-Brittle Materials
p.748

Dust Generation within the Vicinity of Malmberget Mine, Sweden
p.752

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Seepage Analysis for Qianjiangping Landslide...

Seepage Analysis for Qianjiangping Landslide Applied Three Gorges Reservoir Water Level and Heavy Rainfall

Abstract:

Saturated and unsaturated seepage analysises are given for the neonatal landslide——Qianjiangping Landslide applied Three Gorges Reservoir water level and rainfall which happened after the first sluice in Three Gorges Reservoir, the conclusions are discussed from the two aspects: Three Gorges Reservoir sluice and heavy rainfall.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

734-737

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.734

Citation:

Cite this paper

Online since:

September 2011

Authors:

Qiang Feng, Shi Rong Xiao

Keywords:

Curve Continuous Beam Bridge, Nonlinear Time-History Analysis, Pounding Element, Seismic Response

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

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