• Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
TAN Xiaohui, WANG Jianguo, HU Xiaojun, BI Weihua. Fuzzy random finite element reliability analysis of slope stability[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 991-996.
Citation: TAN Xiaohui, WANG Jianguo, HU Xiaojun, BI Weihua. Fuzzy random finite element reliability analysis of slope stability[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 991-996.

Fuzzy random finite element reliability analysis of slope stability

More Information
  • Published Date: July 14, 2009
  • It is necessary to carry out fuzzy random reliability analysis of slopes because there are fuzziness and randomness simutaneously.Based on the stochastic finite element reliability anaylsis of slope stability,a sensitivity analysis method of fuzzy random finite element reliability analysis of slope stability is presented.It can make use of the existing codes of stochastic finite element reliability anaylsis,can consider fuzziness and randomnress of parameters at the same time,and can get both the possible distribution of fuzzy reliability index and the positions of fuzzy slip surfaces.Since the method is based on the results of sensitivity analysis of stochastic finite element,the maximum and minimum values of the reliability index on a certain fuzzy cut can be obtained by running the stochastic finite element reliability analysis only twice,which means that this method is very efficient.It is demonstrated by two examples that the reliability index will decrease when the coefficients of variation increase.For a uniform slope,the positions of fuzzy slip surfaces are relatively concentrated.Therefore,there is a fuzzy slip zone in the uniform slope.However,for a two-layer nonuniform slope,the positions of fuzzy slip surfaces are affected by the failure mechanism,and the small variation will probably induce a relatively large change of the positions of slip surfaces.
  • Related Articles

    [1]DENG Zhiping, ZHONG Min, PAN Min, ZHENG Kehong, NIU Jingtai, JIANG Shuihua. Slope reliability analysis considering spatial variability of parameters based on efficient surrogate model[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 273-281. DOI: 10.11779/CJGE20221338
    [2]GU Xin, ZHANG Wengang, OU Qiang, WANG Lin, QIN Changbing. Reliability analysis of soil slope stability based on Chebyshev-Galerkin-KL expansion[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(12): 2472-2480. DOI: 10.11779/CJGE20220831
    [3]JIANG Shui-hua, LIU Xian, HUANG Fa-ming, HUANG Jin-song. Failure mechanism and reliability analysis of soil slopes under rainfall infiltration considering spatial variability of multiple soil parameters[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 900-907. DOI: 10.11779/CJGE202005012
    [4]TAN Xiao-hui, DONG Xiao-le, FEI Suo-zhu, GONG Wen-ping, XIU Lin-tian, HOU Xiao-liang, MA Hai-chun. Reliability analysis method based on KL expansion and its application[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 808-816. DOI: 10.11779/CJGE202005002
    [5]QIN Xiao-hua, LIU Dong-sheng, SONG Qiang-hui, WU Yue, ZHANG Yu, YE Yong. Reliability analysis of bedrock laminar slope stability considering variability of saturated hydraulic conductivity of soil under heavy rainfall[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 1065-1073. DOI: 10.11779/CJGE201706012
    [6]LIU Xi-kang, ZHANG Jian-hai, ZHAO Wen-guang. Stability analysis method for arbitrary slip block based on dynamic finite element method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 363-368.
    [7]WANG Yu-jie, XU Jia-cheng, WANG Xiao-gang, ZENG Qing-yi. Criteria for determining factor of safety of anchor against pull-out by using reliability analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 303-308.
    [8]WU Kun-ming, WANG Jian-guo, TAN Xiao-hui. Determination of anchorage depth for rigid anti-slide piles based on reliability analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 237-242.
    [9]TAN Xiaohui, WANG Jianguo, WU Linian, CUI Kerui, WU Daoxiang. Studies on accelerating convergence method in nonlinear stochastic finite element analysis of slope stability[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1030-1034.
    [10]TAN Xiaohui, WANG Jianguo. Slope reliability analysis using elasto-plastic finite element method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 44-50.

Catalog

    BI Weihua

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Article views (1350) PDF downloads (332) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return