WANG Bin, YANG Chang-bin, ZHANG Shi, WANG Liang-qing. Stability analysis of a reservoir slope with the method of FEM strength reduction[J]. COAL GEOLOGY & EXPLORATION, 2005, 33(4): 56-59.
Citation: WANG Bin, YANG Chang-bin, ZHANG Shi, WANG Liang-qing. Stability analysis of a reservoir slope with the method of FEM strength reduction[J]. COAL GEOLOGY & EXPLORATION, 2005, 33(4): 56-59.

Stability analysis of a reservoir slope with the method of FEM strength reduction

More Information
  • Received Date: December 08, 2004
  • Available Online: March 13, 2023
  • Nonlinear FEM strength reduction is a slop stability analysis method which is widely cared in the geotechnical field. With the anti-shear parameters c-φ reduction, the nonlinear FEM model of slope reduced to instable status and the numerical non-convergence occurred simultaneously. And then the safety factor was obtained by c-φ reduction algorithm for which can be regarded as equal to stability factor. In this paper, some reservoir slope nonlinear contact analysis was made and the calculation results showed that it accorded well to the traditional grid limit equilibrium method. Therefore, it showed that strength reduction FEM was feasible to assess slop stability.
  • Related Articles

    [1]LIU Jia, HUO Jun yi, WANG Shuqing, CHEN Lichao. Application of improved artificial fish swarm algorithm in slope stability analysis[J]. COAL GEOLOGY & EXPLORATION, 2012, 40(6): 63-66. DOI: 10.3969/j.issn.1001-1986.2012.06.014
    [2]WANG Yu, YU Hongming, FAN Tao, TIAN Hao. Uniform design and numerical simulation on influential factors of cutting slope stability[J]. COAL GEOLOGY & EXPLORATION, 2011, 39(3): 58-62. DOI: 10.3969/j.issn.1001-1986.2011.03.012
    [3]WANG Yu, SU Shengrui, YU Hongming. Yu Wang Bian slope stability analysis based on coupled analysis method[J]. COAL GEOLOGY & EXPLORATION, 2010, 38(5): 50-54. DOI: 10.3969/j.issn.1001-1986.2010.05.011
    [4]CAO Yun, XIAO Wu. Application of strength reduction and gravity increase method in three dimensional slope stability analysis[J]. COAL GEOLOGY & EXPLORATION, 2010, 38(3): 46-50. DOI: 10.3969/j.issn.1001-1986.2010.03.011
    [5]MOU Sheng-yuan, WANG Zheng-zhong. Hoek-Brown failure criterion superiority for rocky slop stability analysis[J]. COAL GEOLOGY & EXPLORATION, 2009, 37(3): 53-56. DOI: 10.3969/j.issn.1001-1986.2009.03.013
    [6]LI Rong-wei, HOU En-ke, ZHAO Zhou, ZHANG Zhi-hua. The coupling application of methods for evaluating slope stability of open-pit[J]. COAL GEOLOGY & EXPLORATION, 2008, 36(3): 52-55.
    [7]WANG Gui-rong. Stability analysis on segment k207+690~830 slope of Huangling-Yan’an highway[J]. COAL GEOLOGY & EXPLORATION, 2006, 34(6): 40-43.
    [8]FENG Yong, ZHAO Wen-bin, LUO Wen-qiang. Dual evaluation method of landslide stability based on stochastic analysis[J]. COAL GEOLOGY & EXPLORATION, 2006, 34(5): 42-45.
    [9]LI Ping, YANG She-qiang, LI Tong-lu, ZHANG Li-ping. Strength reduction FEM applied to landslide stability analysis[J]. COAL GEOLOGY & EXPLORATION, 2005, 33(5): 45-47.
    [10]ZHAN Jun, YU Qing-yang. Finite element method applying to stability analysis of landslide[J]. COAL GEOLOGY & EXPLORATION, 2002, 30(1): 45-47.

Catalog

    Article Metrics

    Article views (39) PDF downloads (1) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return