Volume 36 Issue 2
Apr.  2022
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Lan Zhiguang, Xu Yuan, Nie Xijiang, Guo Meng, Wang Haiyu. Comparison of Different Methods for Calculating Persistence Based on Monte Carlo Simulation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(2): 93-99. doi: 10.3969/j.issn.1007-2993.2022.02.002
Citation: Lan Zhiguang, Xu Yuan, Nie Xijiang, Guo Meng, Wang Haiyu. Comparison of Different Methods for Calculating Persistence Based on Monte Carlo Simulation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(2): 93-99. doi: 10.3969/j.issn.1007-2993.2022.02.002

Comparison of Different Methods for Calculating Persistence Based on Monte Carlo Simulation

doi: 10.3969/j.issn.1007-2993.2022.02.002
  • Received Date: 2021-01-18
  • Accepted Date: 2022-02-17
  • Publish Date: 2022-04-02
  • Discontinuity persistence has always been a hot topic in the field of rock mass engineering, which plays an active role in the evaluation of rock strength and stability. The calculation of persistence based on Monte Carlo simulation is a more widely used and more economical method. At present, the methods of calculating persistence based on Monte Carlo simulation include bandwidth projection method, dynamic programming method and shortest path method. By comparing the three methods through examples, the results show that the persistence values calculated by the three methods are anisotropic; when the projection baseline (or shear, or search) direction is fixed, the persistence values calculated by the bandwidth projection method will continue to increase with the increase of bandwidth, while the persistence values calculated by the dynamic programming method and the shortest path method tend to be stable with the increase of bandwidth. The persistence calculated by dynamic programming method and shortest path method are consistent in different bandwidth. Based on comprehensive analysis and consideration, it is suggested that the shortest path method should be used to determine the recommended value of persistence in engineering practice.

     

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  • [1]
    兰志广. 复杂结构裂隙岩体三维统计连通率研究—以广西大藤峡泄水闸坝基岩体为例[D]. 长春: 吉林大学, 2020.
    [2]
    肖建勋,程远帆,王利丰. 岩体结构面连通率研究进展及应用[J]. 地下空间与工程学报,2006,(2):325-328.
    [3]
    黄建安,王思敬. 断续结构岩体失稳破坏的分离面[J]. 水文地质工程地质,1984,(6):25-29.
    [4]
    黄润秋. 基体结构面调查的全迹长测量与连通率研究[C]//第六届全国工程地质大会论文集. 2000.
    [5]
    黄国明,黄润秋. 用窗口法估计不连续面的连通率[J]. 水文地质工程地质,1998,(6):29-32.
    [6]
    汪小刚,陈祖煜,刘文松. 应用蒙特卡洛法确定节理岩体的连通率和综合抗剪强度指标[J]. 岩石力学与工程学报,1992,(4):345-355. doi: 10.3321/j.issn:1000-6915.1992.04.001
    [7]
    陈剑平,卢 波,谷宪民,等. 用投影法求算岩体结构面三维连通率[J]. 岩石力学与工程学报,2005,(15):2617-2621. doi: 10.3321/j.issn:1000-6915.2005.15.003
    [8]
    李启源. 基于数字近景摄影测量的节理迹长与连通率估计[D]. 长春: 吉林大学, 2017.
    [9]
    ZHANG W,LAN ZG,MA ZF,et al. Determination of statistical discontinuity persistence for a rock mass characterized by non-persistent fractures[J]. International Journal of Rock Mechanics and Mining Sciences,2020,126:104177. doi: 10.1016/j.ijrmms.2019.104177
    [10]
    黄润秋, 许 模, 陈剑平. 复杂岩体结构精细描述及其工程应用[M]. 北京: 科学出版社, 2004.
    [11]
    徐 昱. 节理岩体连通率计算与应用研究[D]. 北京: 中国水利水电科学研究院, 2016.
    [12]
    汪小刚,贾志欣,陈祖煜. 岩石结构面网络模拟原理在节理岩体连通率研究中的应用[J]. 水利水电技术,1998,(10):43-47.
    [13]
    张 文. 乌东德水电站库区岩体结构评价方法研究[D]. 长春: 吉林大学, 2013.
    [14]
    LAN ZG,ZHANG W,YANG G,et al. A new method for determining the critical slip surface of fractured rock slope[J]. Environmental and Earth Sciences Research Journal,2019,6(3):136-140. doi: 10.18280/eesrj.060306
    [15]
    陈剑平. 岩体随机不连续面三维网络数值模拟技术[J]. 岩土工程学报,2001,(4):397-402. doi: 10.3321/j.issn:1000-4548.2001.04.003
    [16]
    刘 畅. 大藤峡泄水闸坝基岩体的三维裂隙网络模拟研究[D]. 长春: 吉林大学, 2017.
    [17]
    ODA M. Fabric tensor for discontinous geological materials[J]. Journal of the Japanese Society of Soil Mechanics & Foundation Engineering,1982,22(4):96-108.
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