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含构造节理的崩塌体动力破碎特征

臧佳园, 常文斌, 邢爱国, 张耀明, 王春玲, 金凯平, 沈凌铠, 于文罡. 含构造节理的崩塌体动力破碎特征[J]. 中国地质灾害与防治学报, 2024, 35(3): 1-11. doi: 10.16031/j.cnki.issn.1003-8035.202209035
引用本文: 臧佳园, 常文斌, 邢爱国, 张耀明, 王春玲, 金凯平, 沈凌铠, 于文罡. 含构造节理的崩塌体动力破碎特征[J]. 中国地质灾害与防治学报, 2024, 35(3): 1-11. doi: 10.16031/j.cnki.issn.1003-8035.202209035
ZANG Jiayuan, CHANG Wenbin, XING Aiguo, ZHANG Yaoming, WANG Chunling, JIN Kaiping, SHEN Lingkai, YU Wengang. Dynamic fragmentation characteristics of rock avalanche with tectonic joints[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(3): 1-11. doi: 10.16031/j.cnki.issn.1003-8035.202209035
Citation: ZANG Jiayuan, CHANG Wenbin, XING Aiguo, ZHANG Yaoming, WANG Chunling, JIN Kaiping, SHEN Lingkai, YU Wengang. Dynamic fragmentation characteristics of rock avalanche with tectonic joints[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(3): 1-11. doi: 10.16031/j.cnki.issn.1003-8035.202209035

含构造节理的崩塌体动力破碎特征

  • 基金项目: 国家重点研发计划课题(2018YFC1504804);国家自然科学基金项目(41530639)
详细信息
    作者简介: 臧佳园(1996—),男,江苏常州人,土木水利专业,硕士,主要从事地质灾害研究。E-mail:shangdengweifengzjy@sjtu.edu.cn
    通讯作者: 常文斌(1995—),男,山西运城人,土木工程专业,博士,主要从事工程地质和地质灾害等研究。E-mail:changwenbin@sjtu.edu.cn
  • 中图分类号: P642.21

Dynamic fragmentation characteristics of rock avalanche with tectonic joints

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  • 近年来西南地区崩塌灾害频发,严重影响区域生态环境和人类活动。为明确崩塌体运动过程中的破碎特征,基于对贵州毕节纳雍县鬃岭崩塌的野外地质勘察,使用离散元颗粒流方法模拟了鬃岭崩塌在破坏及堆积阶段的动力破碎过程,并对崩塌体中破碎体的最大弗雷特直径(feret’s diameter)分布特征进行统计分析。结果表明:(1)重力作用下鬃岭崩塌内部构造节理迅速贯通,将崩塌体分割为大量破碎块体,最终沿顺倾节理面滑下。(2) 在崩塌前期破坏及后续堆积过程中均存在明显的破碎现象,具体表现为初始破坏时的大范围解体与后续堆积过程中的摩擦拉裂破碎。(3)采用双参数Weibull分布模型及分形几何理论拟合了不同时刻破碎体粒径分布曲线,结果显示崩塌体在堆积阶段(t = 21.7~72.4 s)的破碎程度弱于前期破坏阶段(t = 0~21.7 s)的破碎程度,破碎体的分形维数及细粒径破碎体的占比在整个运动过程中不断增大,再次论证了崩塌体破坏及堆积全过程中的破碎解体现象。研究结果为揭示鬃岭崩塌的动力破碎机理提供了理论依据,为西南山区崩塌灾害的防治提供了科学指导。

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  • 图 1  纳雍县鬃岭崩塌(据文献[19]修改)

    Figure 1. 

    图 2  鬃岭崩塌工程地质剖面图

    Figure 2. 

    图 3  合成岩石试样(SRMS)的单轴压缩试验应力-应变曲线

    Figure 3. 

    图 4  鬃岭崩塌PFC2D模型

    Figure 4. 

    图 5  崩塌体的破坏过程

    Figure 5. 

    图 6  崩塌体的堆积过程

    Figure 6. 

    图 7  鬃岭崩塌现场破碎体

    Figure 7. 

    图 8  破碎体的最大弗雷特直径

    Figure 8. 

    图 9  破碎体粒径-累计体积分数分布曲线

    Figure 9. 

    图 10  破碎体粒径-数目级配曲线

    Figure 10. 

    表 1  合成岩石试样(SRMS)微观参数

    Table 1.  Micromechanical parameters of synthetic rock mass specimen (SRMS)

    关键参数名称 参数值
    颗粒密度/(kg·m−3 2 200
    颗粒粒径/m 0.002~0.003
    颗粒有效模量/(N·m−2 7×109
    颗粒刚度比 1.5
    胶结有效模量/(N·m−2 1.21×1010
    胶结刚度比 1.5
    胶结抗拉强度/(N·m−2 8.1×108
    胶结黏聚力/(N·m−2 4.6×108
    胶结内摩擦角/(°) 39.8
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  • [1]

    铁永波,徐伟,向炳霖,等. 西南地区地质灾害风险“点面双控” 体系构建与思考[J]. 中国地质灾害与防治学报,2022,33(3):106 − 113. [TIE Yongbo, XU Wei,XIANG Binglin,et al. The thoughts on construction of “double-control of point and zone” system of geological hazard risk in southwest China[J]. The Chinese Journal of Geological Hazard and Control,2022,33(3):106 − 113. (in Chinese with English abstract)]

    TIE Yongbo, XU Wei, XIANG Binglin, et al. The thoughts on construction of “double-control of point and zone” system of geological hazard risk in southwest China[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(3): 106 − 113. (in Chinese with English abstract)

    [2]

    张恩铭,程谦恭,林棋文,等. 岩体结构对岩质滑坡运动过程和堆积特征的影响研究[J]. 水文地质工程地质,2022,49(3):125 − 135. [ZHANG Enming,CHENG Qiangong,LIN Qiwen,et al. A Study of the influence of rock mass structure on the propagation processes and deposit characteristics of rockslides[J]. Hydrogeology & Engineering Geology,2022,49(3):125 − 135. (in Chinese with English abstract)]

    ZHANG Enming, CHENG Qiangong, LIN Qiwen, et al. A Study of the influence of rock mass structure on the propagation processes and deposit characteristics of rockslides[J]. Hydrogeology & Engineering Geology, 2022, 49(3): 125 − 135. (in Chinese with English abstract)

    [3]

    陈鹏宇. 岩质高边坡坡体结构特征分析与稳定性研究——以焦作市龙寺矿山岩质高边坡为例[D]. 武汉:中国地质大学,2015. [CHEN Pengyu. Structural characteristics analysis and stability study of high rock slope:A case study of Longsi mine in Jiaozuo City[D]. Wuhan:China University of Geosciences,2015. (in Chinese with English abstract)]

    CHEN Pengyu. Structural characteristics analysis and stability study of high rock slope: A case study of Longsi mine in Jiaozuo City[D]. Wuhan: China University of Geosciences, 2015. (in Chinese with English abstract)

    [4]

    贺续文,刘忠,廖彪,等. 基于离散元法的节理岩体边坡稳定性分析[J]. 岩土力学,2011,32(7):2199 − 2204. [HE Xuwen,LIU Zhong,LIAO Biao,et al. Stability analysis of jointed rock slopes based on discrete element method[J]. Rock and Soil Mechanics,2011,32(7):2199 − 2204. (in Chinese with English abstract)] doi: 10.3969/j.issn.1000-7598.2011.07.046

    HE Xuwen, LIU Zhong, LIAO Biao, et al. Stability analysis of jointed rock slopes based on discrete element method[J]. Rock and Soil Mechanics, 2011, 32(7): 2199 − 2204. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-7598.2011.07.046

    [5]

    HE Lei,AN Xinmei,MA Guowei,et al. Development of three-dimensional numerical manifold method for jointed rock slope stability analysis[J]. International Journal of Rock Mechanics and Mining Sciences,2013,64:22 − 35. doi: 10.1016/j.ijrmms.2013.08.015

    [6]

    AN Xinmei,NING Youjun,MA Guowei,et al. Modeling progressive failures in rock slopes with non-persistent joints using the numerical manifold method[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2014,38(7):679 − 701. doi: 10.1002/nag.2226

    [7]

    李连崇,唐春安,邢军,等. 节理岩质边坡变形破坏的RFPA模拟分析[J]. 东北大学学报,2006,27(5):559 − 562. [LI Lianchong,TANG Chunan,XING Jun,et al. Numerical simulation and analysis of deformation and failure of jointed rock slopes by RFPA-slope[J]. Journal of Northeastern University (Natural Science),2006,27(5):559 − 562. (in Chinese with English abstract)]

    LI Lianchong, TANG Chunan, XING Jun, et al. Numerical simulation and analysis of deformation and failure of jointed rock slopes by RFPA-slope[J]. Journal of Northeastern University (Natural Science), 2006, 27(5): 559 − 562. (in Chinese with English abstract)

    [8]

    张秀丽. 断续节理岩体破坏过程的数值分析方法研究[D]. 武汉:中国科学院研究生院(武汉岩土力学研究所),2007. [ZHANG Xiuli. Study on numerical analysis method of failure process of discontinuous jointed rock mass[D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2007. (in Chinese with English abstract)]

    ZHANG Xiuli. Study on numerical analysis method of failure process of discontinuous jointed rock mass[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 2007. (in Chinese with English abstract)

    [9]

    王博. 破碎岩石边坡动力稳定性及抗震加固研究[D]. 重庆:重庆交通大学,2020. [WANG Bo. Study on dynamic stability and seismic reinforcement of broken rock slope[D]. Chongqing:Chongqing Jiaotong University,2020. (in Chinese with English abstract)]

    WANG Bo. Study on dynamic stability and seismic reinforcement of broken rock slope[D]. Chongqing: Chongqing Jiaotong University, 2020. (in Chinese with English abstract)

    [10]

    LOCAT P,COUTURE R,LEROUEIL S,et al. Fragmentation energy in rock avalanches[J]. Canadian Geotechnical Journal,2006,43(8):830 − 851. doi: 10.1139/t06-045

    [11]

    CROSTA G B,FRATTINI P,FUSI N. Fragmentation in the val pola rock avalanche,Italian Alps[J]. Journal of Geophysical Research,2007,112(F1):F01006.

    [12]

    PERINOTTO H,SCHNEIDER J L,BACHÈLERY P,et al. The extreme mobility of debris avalanches:A new model of transport mechanism[J]. Journal of Geophysical Research:Solid Earth,2015,120(12):8110 − 8119. doi: 10.1002/2015JB011994

    [13]

    WANG Yufeng,CHENG Qiangong,ZHU Qi. Surface microscopic examination of quartz grains from rock avalanche basal facies[J]. Canadian Geotechnical Journal,2015,52(2):167 − 181. doi: 10.1139/cgj-2013-0284

    [14]

    LUO Junyao,XU Zemin,REN Zhe,et al. Rock avalanche-debris geometry and implications for rock-avalanche genesis[J]. Geomorphology,2019,334:60 − 75. doi: 10.1016/j.geomorph.2019.02.029

    [15]

    CAGNOLI B,ROMANO G P. Effect of grain size on mobility of dry granular flows of angular rock fragments:An experimental determination[J]. Journal of Volcanology and Geothermal Research,2010,193(1/2):18 − 24.

    [16]

    GAO Ge,MEGUID M A,CHOUINARD L E,et al. Insights into the transport and fragmentation characteristics of earthquake-induced rock avalanche:Numerical study[J]. International Journal of Geomechanics,2020,20(9):04020157.

    [17]

    DUNNING S A. The grain size distribution of rock- avalanche deposits in valley-confined settings[J]. Italian Journal of Engineering Geology and Environment,2006(1):117 − 121.

    [18]

    常文斌,王平,于一帆,等. 颗粒离散元模拟边坡动力响应的研究进展[J]. 水利与建筑工程学报,2021,19(2):48 − 53. [CHANG Wenbin,WANG Ping,YU Yifan,et al. Research progress of the slope dynamic response simulation by particle discrete elements method[J]. Journal of Water Resources and Architectural Engineering,2021,19(2):48 − 53. (in Chinese with English abstract)] doi: 10.3969/j.issn.1672-1144.2021.02.009

    CHANG Wenbin, WANG Ping, YU Yifan, et al. Research progress of the slope dynamic response simulation by particle discrete elements method[J]. Journal of Water Resources and Architectural Engineering, 2021, 19(2): 48 − 53. (in Chinese with English abstract) doi: 10.3969/j.issn.1672-1144.2021.02.009

    [19]

    WANG Jing,WANG Chao,XIE Chou,et al. Monitoring of large-scale landslides in Zongling,Guizhou,China,with improved distributed scatterer interferometric SAR time series methods[J]. Landslides,2020,17(8):1777 − 1795. doi: 10.1007/s10346-020-01407-5

    [20]

    CUNDALL P A. A computer model for simulating progressive,large scale movement in blocky rock systems[J]. Symp. ISRM,Nancy,France,Proc,1971:2.

    [21]

    GAO Ge,MEGUID M A,CHOUINARD L E,et al. Dynamic disintegration processes accompanying transport of an earthquake-induced landslide[J]. Landslides,2021,18(3):909 − 933. doi: 10.1007/s10346-020-01508-1

    [22]

    CHEONG Y S,SALMAN A D,HOUNSLOW M J. Effect of impact angle and velocity on the fragment size distribution of glass spheres[J]. Powder Technology,2003,138(2/3):189 − 200.

    [23]

    PALUSZNY A,TANG Xuhai,NEJATI M,et al. A direct fragmentation method with Weibull function distribution of sizes based on finite- and discrete element simulations[J]. International Journal of Solids and Structures,2016,80:38 − 51. doi: 10.1016/j.ijsolstr.2015.10.019

    [24]

    CHEONG Y S,REYNOLDS G K,SALMAN A D,et al. Modelling fragment size distribution using two-parameter Weibull equation[J]. International Journal of Mineral Processing,2004,74:S227 − S237. doi: 10.1016/j.minpro.2004.07.012

    [25]

    SHEN Weigang,ZHAO Tao,CROSTA G B,et al. Analysis of impact-induced rock fragmentation using a discrete element approach[J]. International Journal of Rock Mechanics and Mining Sciences,2017,98:33 − 38. doi: 10.1016/j.ijrmms.2017.07.014

    [26]

    王有鹏,李德文,王锦鹏. 金沙江巧家段冲积物动态图像法粒度特征研究[J]. 地质论评,2019,65(2):503 − 513. [WANG Youpeng,LI Dewen,WANG Jinpeng. Analysis on grain size of alluvial sediments in the Qiaojia segment,Upper Yangtze River,based on dynamic image method[J]. Geological Review,2019,65(2):503 − 513. (in Chinese with English abstract)] doi: 10.16509/j.georeview.2019.02.019

    WANG Youpeng, LI Dewen, WANG Jinpeng. Analysis on grain size of alluvial sediments in the Qiaojia segment, Upper Yangtze River, based on dynamic image method[J]. Geological Review, 2019, 65(2): 503 − 513. (in Chinese with English abstract) doi: 10.16509/j.georeview.2019.02.019

    [27]

    陈泽琦,范伟军,郭斌,等. 基于形态重建和反向跟踪的粗集料级配视觉检测[J]. 计量学报,2021,42(6):710 − 717. [CHEN Zeqi,FAN Weijun,GUO Bin,et al. A visual detection method for particle size of moving coarse aggregate based on morphological reconstruction and reverse tracking[J]. Acta Metrologica Sinica,2021,42(6):710 − 717. (in Chinese with English abstract)] doi: 10.3969/j.issn.1000-1158.2021.06.04

    CHEN Zeqi, FAN Weijun, GUO Bin, et al. A visual detection method for particle size of moving coarse aggregate based on morphological reconstruction and reverse tracking[J]. Acta Metrologica Sinica, 2021, 42(6): 710 − 717. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-1158.2021.06.04

    [28]

    WANG Min. Analysis on bubble sort algorithm optimization[C]//2010 International Forum on Information Technology and Applications. July 16 − 18,2010,Kunming,China. IEEE,2010:208 − 211.

    [29]

    CLIFFORD A. 数据结构与算法分析:C++版[M]. 北京:电子工业出版社,2010. [CLIFFORD A. Practical introduction to data structures and algorithm analysis[M]. Beijing:Publishing House of Electronics Industry,2010. (in Chinese with English abstract)]

    CLIFFORD A. Practical introduction to data structures and algorithm analysis[M]. Beijing: Publishing House of Electronics Industry, 2010. (in Chinese with English abstract)

    [30]

    ZHANG Jian,JIN Rui. An improved bubble sort method - marking bubble sort[C]//The International Conference on Cyber Security Intelligence and Analytics. Cham:Springer,2021:862 − 868.

    [31]

    WALTON W H. Feret‘s statistical diameter as a measure of particle size[J]. Nature,1948,162(4113):329 − 330.

    [32]

    EPSTEIN B. The mathematical description of certain breakage mechanisms leading to the logarithmico-normal distribution[J]. Journal of the Franklin Institute,1947,244(6):471 − 477. doi: 10.1016/0016-0032(47)90465-1

    [33]

    ROSIN P. Laws governing the fineness of powdered coal[J]. Journal of Institute of Fuel,1933,7:29 − 36.

    [34]

    MOTT N F,LINFOOT E H. A theory of fragmentation[M]// Fragmentation of Rings and Shells. Berlin,Heidelberg:Springer,2006:207 − 225.

    [35]

    PALUSZNY A,TANG X H,ZIMMERMAN R W. Fracture and impulse based finite-discrete element modeling of fragmentation[J]. Computational Mechanics,2013,52(5):1071 − 1084. doi: 10.1007/s00466-013-0864-5

    [36]

    MCSAVENEY M J. Recent rockfalls and rock avalanches in mount cook National Park,new zealand[C]//Reviews in Engineering Geology. 2002,15:Geological Society of America,2002:35 − 70.

    [37]

    MA Gang,ZHOU Wei,REGUEIRO R A,et al. Modeling the fragmentation of rock grains using computed tomography and combined FDEM[J]. Powder Technology,2017,308:388 − 397. doi: 10.1016/j.powtec.2016.11.046

    [38]

    SALMAN A D,HOUNSLOW M J,VERBA A. Particle fragmentation in dilute phase pneumatic conveying[J]. Powder Technology,2002,126(2):109 − 115. doi: 10.1016/S0032-5910(02)00048-7

    [39]

    WEIBULL W. A statistical distribution function of wide applicability[J]. Journal of Applied Mechanics,1951,18(3):293 − 297. doi: 10.1115/1.4010337

    [40]

    CARMONA H A,WITTEL F K,KUN F,et al. Fragmentation processes in impact of spheres[J]. Physical Review E,Statistical,Nonlinear,and Soft Matter Physics,2008,77(5):051302.

    [41]

    TURCOTTE D L. Fractals and fragmentation[J]. Journal of Geophysical Research,1986,91(B2):1921. doi: 10.1029/JB091iB02p01921

    [42]

    IGATHINATHANE C,MELIN S,SOKHANSANJ S,et al. Machine vision based particle size and size distribution determination of airborne dust particles of wood and bark pellets[J]. Powder Technology,2009,196(2):202 − 212. doi: 10.1016/j.powtec.2009.07.024

    [43]

    王玉峰,程谦恭,朱圻. 汶川地震触发高速远程滑坡-碎屑流堆积反粒序特征及机制分析[J]. 岩石力学与工程学报,2012,31(6):1089 − 1106. [WANG Yufeng,CHENG Qiangong,ZHU Qi. Inverse grading analysis of deposit from rock avalanches triggered by Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(6):1089 − 1106. (in Chinese with English abstract)] doi: 10.3969/j.issn.1000-6915.2012.06.002

    WANG Yufeng, CHENG Qiangong, ZHU Qi. Inverse grading analysis of deposit from rock avalanches triggered by Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(6): 1089 − 1106. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-6915.2012.06.002

    [44]

    王明辉,曹熙平,谯立家. 危岩体精细调查与崩塌过程三维场景模拟——以西南某水电站高边坡为例[J]. 中国地质灾害与防治学报,2023,34(6):86 − 96. [WANG Minghui,CAO Xiping,QIAO Lijia. Comprehensive analysis of hazardous rock mass and simulation of potential rockfall processes using 3D terrain model:A case study of the high cut slope near damsite of a hydropower station in Southern China[J]. The Chinese Journal of Geological Hazard and Control,2023,34(6):86 − 96. (in Chinese with English abstract)]

    WANG Minghui, CAO Xiping, QIAO Lijia. Comprehensive analysis of hazardous rock mass and simulation of potential rockfall processes using 3D terrain model: A case study of the high cut slope near damsite of a hydropower station in Southern China[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(6): 86 − 96. (in Chinese with English abstract)

    [45]

    刘鑫, 董广阳, 史旦达. 考虑颗粒破碎的砂土中鱼雷锚贯入离散元分析[J]. 水文地质工程地质,2024,51(1):91 − 101. [LIU Xin, DONG Guangyang, SHI Danda. Discrete element analysis of torpedo anchor penetration into calcareous sands considering particle breakage[J]. Hydrogeology & Engineering Geology,2024,51(1):91 − 101. (in Chinese with English abstract)]

    LIU Xin, DONG Guangyang, SHI Danda. Discrete element analysis of torpedo anchor penetration into calcareous sands considering particle breakage[J]. Hydrogeology & Engineering Geology, 2024, 51(1): 91 − 101. (in Chinese with English abstract)

    [46]

    孔祥曌, 李滨, 贺凯, 等. 柱状岩体崩塌动力特征与破碎规律——以重庆甑子岩崩塌为例[J]. 中国地质灾害与防治学报,2022,33(5):1 − 10. [KONG Xiangzhao, LI Bin, HE Kai, et al. Dynamic characteristics and fragmentation evolution of columnar rockfall: A case study of the Zengziyan rockfall in Chongqing, China[J]. The Chinese Journal of Geological Hazard and Control,2022,33(5):1 − 10. (in Chinese with English abstract)]

    KONG Xiangzhao, LI Bin, HE Kai, et al. Dynamic characteristics and fragmentation evolution of columnar rockfall: A case study of the Zengziyan rockfall in Chongqing, China[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 1 − 10. (in Chinese with English abstract)

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出版历程
收稿日期:  2022-09-24
修回日期:  2023-03-23
录用日期:  2023-08-03
刊出日期:  2024-06-25

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