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FU Wen-guang. Reply to query about "Discussion of dislocation phenomena of resistance and load in formula for stability safety factor"[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2147-2148. DOI: 10.11779/CJGE202111025
Citation: FU Wen-guang. Reply to query about "Discussion of dislocation phenomena of resistance and load in formula for stability safety factor"[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2147-2148. DOI: 10.11779/CJGE202111025

Reply to query about "Discussion of dislocation phenomena of resistance and load in formula for stability safety factor"

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  • Received Date: April 25, 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. 条分法计算边坡稳定安全系数的定义——关于“稳定安全系数计算公式中荷载与抗力错位影响探讨”的讨论[J]. 岩土工程学报, 2021, 43(11): 2142-2143. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202111025.htm

    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. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202111025.htm
    [3]
    孙建生. 关于“稳定安全系数计算公式中荷载与抗力错位影响探讨”的质疑[J]. 岩土工程学报, 2021, 43(11): 2146. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202111028.htm

    SUN Jian-sheng. Query about “Discussion of dislocation phenomena of resistance and load in formula for stability safety factor”[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(3): 2146. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202111028.htm
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