Rock Slope Stability Analysis Based on FLAC3D Numerical Simulation

Hao Wang; Zi Xiong Chen; Dong Ming Zhang

doi:10.4028/www.scientific.net/AMM.170-173.375

Paper Titles

Study on Deformation Parameters in Dynamic Compaction Desert Foundation
p.357

Strip Type Rebar of the Rear Sets of Spherical Bodies Anchorage Reinforced Earth Retaining Wall Design Model
p.361

Slope Stability Assessment Based on Fuzzy Matter-Element Extension Model
p.366

Experimental Study on the Compressibility of Cement Improved Laterite Soil
p.371

Rock Slope Stability Analysis Based on FLAC^3D Numerical Simulation
p.375

Research on Stability Mechanism of Fissured Loess Slope Influenced by Rainfall and Evaporation
p.380

Method for Getting the Soil Elastic Modulus in the Finite Element Analysis of the Deep Foundation Excavation in Tianjin
p.386

Generalized Variation Problem of the Fractured Rock Mass under the Linear Elastic Unloading Stage
p.390

Study on Grain Size Characteristics and Strength Test of Gravel in Conglomerate Layer of a Coal Mine
p.395

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Rock Slope Stability Analysis Based on FLAC3D...

Rock Slope Stability Analysis Based on FLAC^3D Numerical Simulation

Abstract:

The rocky slope instability has brought great danger to human activity, and often causes economic losses, property damage and casualties, also can cause huge overhead expenses. Rock slope stability analysis must understand the geological conditions as the foundation, be under the analysis to effects of geological factors of rock slope stability, be under the premise of analysis to the engineering geological factors and then make evaluation, this is the best method of analysis and evaluation of stability of rock slope effective. This paper utilizes quick Lagrange difference analysis (FLAC3D) to Zhu Jiadeng landslide in Chongqing, the numerical simulations are to determine the landslide static stability, and provide the basis for management.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

375-379

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.375

Citation:

Cite this paper

Online since:

May 2012

Authors:

Hao Wang, Zi Xiong Chen, Dong Ming Zhang

Keywords:

FLAC^3D, Landslide, Rock Slope, Stability

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Yanhui Ding. China's western region seismic landslides prediction method [D]. China University of Geosciences (Beijing), 1997. (in Chinese)

Google Scholar

[2] Lysandros Pantelidis. Rock slope stability assessment through rock mass classification systems [J].International Journal of Rock Mechanics & Mining Sciences 2009,46: 315–325.

DOI: 10.1016/j.ijrmms.2008.06.003

Google Scholar

[3] Guangtao Hu. Landslide dynamics [M]. Beijing: Geological Publishing House, 1995. (in Chinese)

Google Scholar

[4] StevenL Kramer. Geotechnical Earthquake Engineering[M].New Jersey:Prentiee一Hall Inc.，U.S.A，1996.

Google Scholar

[5] Shengwen Qi, Faquan Wu, Fuzhang Yan, Chunling Liu. Rocky slope dynamic response analysis [M]. Beijing: Science Press, 2007. (in Chinese)

Google Scholar