• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
SU Yonghua, ZHAO Minghua, LI Qinghai, LIU Xiaoming. Approximative method to calculate reliability of slope with stability coefficient to be implicit expression[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1198-1203.
Citation: SU Yonghua, ZHAO Minghua, LI Qinghai, LIU Xiaoming. Approximative method to calculate reliability of slope with stability coefficient to be implicit expression[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1198-1203.

Approximative method to calculate reliability of slope with stability coefficient to be implicit expression

More Information
  • Published Date: October 15, 2006
  • Under most condition,in calculation of stability coefficient of slope with various sliding model,an implicit expression was used.Then it was impossible to establish corresponding limit state equation while reliability of slope was studied.To solve is problem,an improved response surface method was researched.A slope stability analysis model of random sliding surface was used as an example of the improved response surface method.In the improved response surface method,calculation method of implicit stability coefficient of random sliding surface model replaced the finite element method of classical response surface model.To eliminate errors aroused by linearization of approximative response surface method function during calculation of reliability in classical response surface method,solution of checking point and reliability index by optimization principle of grades decline method was deducted.Calculation procedure of reliability index as well as fitting of approximative response surface function of improved response surface method was given.A practical example was analyzed by the IRSM at last.Calculation process of the IRSM was much more simple and its efficiency was much higher than classical RSM.
  • Related Articles

    [1]TIAN Ning, CHEN Jian, YOU Wei-jun, HUANG Jue-hao, ZHANG Jiang-xiong, YI Shun, FU Xiao-dong, TIAN Kai-wei. Simulation of undrained shear strength by rotated anisotropy with non-stationary random field[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 92-95. DOI: 10.11779/CJGE2021S2022
    [2]LIU Bing-heng, KONG Ling-wei, SHU Rong-jun, LI Tian-guo, JIAN Tao. Characteristics of small-strain shear modulus of Zhanjiang clay under influence of inherent anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 19-22. DOI: 10.11779/CJGE2021S2005
    [3]WANG Li-qin, ZHAO Cong, HU Xiang-yang, LI Lun, WANG Zheng, LI Kai-yu. Strength and structural anisotropy of loess[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 25-29. DOI: 10.11779/CJGE2021S1005
    [4]WU Ze-xiang, CHEN Jia-ying, YIN Zhen-yu. Finite element simulation of simple shear tests considering inherent anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1157-1165. DOI: 10.11779/CJGE202106020
    [5]KONG Ling-ming, YAO Yang-ping. K0-anisotropic UH model considering time effects[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 812-820. DOI: 10.11779/CJGE201505006
    [6]ZHOU Jian, LIU Zheng-yi, YAN Jia-jia. Effects of inherent and induced anisotropies on strength and deformation characteristics of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 666-670.
    [7]LIU Yang. Anisotropic strength criteria of sand: inherent anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(8): 1526-1534.
    [8]LIU Yang. Anisotropic strength criteria of sand: Stress-induced anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 460-468.
    [9]LI Wenping, ZHANG Zhiyong, SUN Ruhua, WANG Weili, LI Xiaoqin. High pressure K0 creep experiment and the anisotropy of microstructure of deep buried clay[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1185-1190.
    [10]YIN Zongze, XU Zhiwei. Anisotropy of soils and its approximate simulation[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 547-551.

Catalog

    Article views (1134) PDF downloads (267) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return