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SONG Er-xiang. On the safety factor definition of slope stability calculated by the slices method — Discussion on "Discussion of dislocation phenomena of resistance and load in formula for stability safety factor"[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2142-2143. DOI: 10.11779/CJGE202111022
Citation: SONG Er-xiang. On the safety factor definition of slope stability calculated by the slices method — Discussion on "Discussion of dislocation phenomena of resistance and load in formula for stability safety factor"[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2142-2143. DOI: 10.11779/CJGE202111022

On the safety factor definition of slope stability calculated by the slices method — Discussion on "Discussion of dislocation phenomena of resistance and load in formula for stability safety factor"

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  • Received Date: April 15, 2021
  • Available Online: December 01, 2022
  • [1]
    付文光, 陈双, 王振威. 稳定安全系数计算公式中荷载与抗力错位影响探讨[J]. 岩土工程学报, 2021, 43(3): 556-563. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202103023.htm

    FU Wen-guang, CHEN Shuang, WANG Zhen-wei. Discussion of dislocation phenomena of resistance and load in formula for stability safety factor[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(3): 556-563. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202103023.htm
    [2]
    宋二祥. 土工结构安全系数的有限元计算[J]. 岩土工程学报, 1997, 19(2): 1-7. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC702.000.htm

    SONG Er-xiang.Finite element analysis of safety factor for soil structures[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 1-7. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC702.000.htm
    [3]
    郑颖人, 赵尚毅, 时卫民, 等. 边坡稳定分析的一些进展[J]. 地下空间, 2001(4): 262-271, 337. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200104002.htm

    ZHENG Ying-ren, ZHAO Shang-yi, SHI Wei-min, et al. Progress in analysis of slope stability[J]. Underground Space, 2001(4): 262-271, 337. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200104002.htm
    [4]
    赵尚毅, 郑颖人, 时卫民, 等. 用有限元强度折减法求边坡稳定安全系数[J]. 岩土工程学报, 2002, 24(3): 343-346. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200203016.htm

    ZHAO Shang-yi, ZHENG Ying-ren, SHI Wei-min, et al. Analysis on safety factor of slope by strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 343-346. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200203016.htm
    [5]
    宋二祥, 孔郁斐, 杨军. 土工结构安全系数定义及相应计算方法讨论[J]. 工程力学, 2016, 33(11): 1-10. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201611001.htm

    SONG Er-xiang, KONG Yu-fei, YANG Jun. Discussion of safety factor definitions and computation methods for geotechnical structures[J]. Engineering Mechanics, 2016, 33(11): 1-10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201611001.htm
    [6]
    宋二祥. 土力学理论与数值方法[M]. 北京: 中国建筑工业出版社, 2020.

    SONG Er-xiang. Theory and Numerical Methods in Geomechanics[M]. Beijing: China Architecture & Building Press, 2020. (in Chinese)
    [7]
    CRAIG R F. Soil Mechanics[M]. Boston: Springer US, 1983.

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