ISSN 1003-8035 CN 11-2852/P
  • Included in Scopus
  • Included in DOAJ
  • The key magazine of China technology
  • Included in CSCD
  • Caj-cd Standard Award winning journals
Wechat
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHAO Jianjun. Analysis on Kinematic Behavior of Potential Large-scale Rockfall in the Tanbu Limestone Open-pit Mine in Guangzhou city, Guangdong province[J]. The Chinese Journal of Geological Hazard and Control，2025，36(0): 1-9. DOI: 10.16031/j.cnki.issn.1003-8035.202401007
Citation: ZHAO Jianjun. Analysis on Kinematic Behavior of Potential Large-scale Rockfall in the Tanbu Limestone Open-pit Mine in Guangzhou city, Guangdong province[J]. The Chinese Journal of Geological Hazard and Control，2025，36(0): 1-9. DOI: 10.16031/j.cnki.issn.1003-8035.202401007
shu

Analysis on Kinematic Behavior of Potential Large-scale Rockfall in the Tanbu Limestone Open-pit Mine in Guangzhou city, Guangdong province

  • Chemical Industry Geological Prospecting Institute Guangdong Province, Guangzhou, Guangdong　510800, China

More Information
  • Received Date: January 03, 2024
  • Revised Date: July 17, 2024
  • Accepted Date: August 11, 2024
  • Available Online: January 13, 2025
    Graphical Abstract
    • Abstract

  • The Tanbu Limestone Mine in Guangzhou has been in operation for over 30 years, resulting in the formation of a series of terraced slopes, with the highest reaching approximately 195 meters. Between 2012 and 2022, the mining area experienced 26 incidents of slope and dangerous rock body collapses. Recent investigations have identified 16 remaining dangerous rock bodies on these excavated slopes. The risk of slope collapse in this open-pit mine poses a significant threat to ongoing mining operations. Analyzing the collapse behavior of these dangerous rock masses is of great significance for developing effective preventive measures for the collapse of dangerous rock mass in mines. This study focuses on the WY3 and WY11 dangerous rock mass, using Rocfall numerical simulation software. A 1000 kg rockfall was simulated, released from the same starting point 50 times to calculate its fall trajectory, bounce height, kinetic energy, and other related behaviors. The results indicate that over 84% of the falling rocks reached the foot of the slope, with the bounce heights ranging between 5 and 15 meters and total kinetic energy between 302.3 and 399.2 KJ. The simulation results closely matched the actual historical paths observed in the study area. The numerical simulation results of these rockfall behaviors based on the Rocfall software provide valuable data support to support the identification of rockfall risk zones and the selection of appropriate protective measures. This study also offers a specific case reference for the analysis of rockfall behavior of dangerous rock masses in large open-pit mine slopes.

    • FullText(HTML)
    • References (19)
  • [1]
    冉涛,文宝萍,苏昌,等. 湖北五峰赵家岩崩塌形成机理分析[J]. 水文地质工程地质,2012,39(6):114 − 118. [RAN Tao,WEN Baoping,SU Chang,et al. Analysis of the formation mechanism of the Zhaojiayan rock fall in Wufeng County,Hubei Province[J]. Hydrogeology & Engineering Geology,2012,39(6):114 − 118. (in Chinese with English abstract)]

    RAN Tao, WEN Baoping, SU Chang, et al. Analysis of the formation mechanism of the Zhaojiayan rock fall in Wufeng County, Hubei Province［J］. Hydrogeology & Engineering Geology, 2012, 39（6）: 114 − 118. （in Chinese with English abstract）
    [2]
    王琦,胡亚净,宋伟利,等. 岩溶山区危岩稳定性分析及危害性预测——以贵州松桃县长冲危岩体为例[J]. 中国地质灾害与防治学报,2023,34(1):75 − 84. [WANG Qi,HU Yajing,SONG Weili,et al. Stability analysis and hazard prediction of dangerous rock masses in karst mountainous area:A case study of Changchong dangerous rock mass in Songtao County,Guizhou Province[J]. The Chinese Journal of Geological Hazard and Control,2019,30(3):6 − 11. (in Chinese with English abstract)]

    WANG Qi, HU Yajing, SONG Weili, et al. Stability analysis and hazard prediction of dangerous rock masses in karst mountainous area: A case study of Changchong dangerous rock mass in Songtao County, Guizhou Province［J］. The Chinese Journal of Geological Hazard and Control, 2019, 30（3）: 6 − 11. （in Chinese with English abstract）
    [3]
    曾启强,王立朝,刘伟等. 广州地区岩质边坡崩塌影响范围计算方法初探[J]. 水文地质工程地质,2023,50(5):159 − 168. [ZENG Qiqiang,WANG Lichao,LIU Wei,et al. Calculation methods of the collapse influence range of a simple rock slope in the Guangzhou area[J]. Hydrogeology & Engineering Geology,2023,50(5):159 − 168. (in Chinese with English abstract)]

    ZENG Qiqiang, WANG Lichao, LIU Wei, et al. Calculation methods of the collapse influence range of a simple rock slope in the Guangzhou area［J］. Hydrogeology & Engineering Geology, 2023, 50（5）: 159 − 168. （in Chinese with English abstract）
    [4]
    许强,黄润秋,殷跃平,等. 2009年6·5重庆武隆鸡尾山崩滑灾害基本特征与成因机理初步研究[J]. 工程地质学报,2009,17(4):433 − 444. [XU Qiang,HUANG Runqiu,YIN Yueping,et al. The jiweishan landslide of June 5,2009 in Wulong,Chongqing:characteristics and failure mechanism[J]. Journal of Engineering Geology,2009,17(4):433 − 444. (in Chinese)]

    XU Qiang, HUANG Runqiu, YIN Yueping, et al. The jiweishan landslide of June 5, 2009 in Wulong, Chongqing: characteristics and failure mechanism［J］. Journal of Engineering Geology, 2009, 17（4）: 433 − 444. （in Chinese）
    [5]
    陈泰江,向欣,章广成. 落石冲击棚洞结构冲切特性研究[J]. 工程地质学报,2023,31(1):199 − 206. [CHEN Taijiang,XIANG Xin,ZHANG Guangcheng. Hertz theory based study on punching characteristics of rockfall impacting on shed-tunnel structure[J]. Journal of Engineering Geology,2023,31(1):199 − 206. (in Chinese)]

    CHEN Taijiang, XIANG Xin, ZHANG Guangcheng. Hertz theory based study on punching characteristics of rockfall impacting on shed-tunnel structure［J］. Journal of Engineering Geology, 2023, 31（1）: 199 − 206. （in Chinese）
    [6]
    霍磊晨,杜岩,谢谟文等. 基于多层次动力学指标的危岩体识别方法[J]. 岩石力学与工程学报,2022,41Supp.2(增刊2):3124 − 3131. [HUO Leichen,DU Yan,XIE Mowen,et al. Unstable rock mass identification method based on multi-level dynamic parameters[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41Supp.2(增刊2):3124 − 3131. (in Chinese with English abstract)]

    HUO Leichen, DU Yan, XIE Mowen, et al. Unstable rock mass identification method based on multi-level dynamic parameters［J］. Chinese Journal of Rock Mechanics and Engineering, 2022, 41Supp.2（增刊2）: 3124 − 3131. （in Chinese with English abstract）
    [7]
    孙敬辉,石豫川. 重庆甑子岩崩塌落石动力学特征及危险性分区[J]. 中国地质灾害与防治学报,2019,30(3):6 − 11. [SUN Jinghui,SHI Yuchuan. Dynamics and hazard zoning of collapse and rockfall in Zengziyan,Chongqing[J]. The Chinese Journal of Geological Hazard and Control,2019,30(3):6 − 11. (in Chinese with English abstract)]

    SUN Jinghui, SHI Yuchuan. Dynamics and hazard zoning of collapse and rockfall in Zengziyan, Chongqing［J］. The Chinese Journal of Geological Hazard and Control, 2019, 30（3）: 6 − 11. （in Chinese with English abstract）
    [8]
    何宇航,裴向军,梁靖,等. 基于Rockfall的危岩体危险范围预测及风险评价——以九寨沟景区悬沟危岩体为例[J]. 中国地质灾害与防治学报,2020,31(4):24 − 33. [HE Yuhang,PEI Xiangjun,LIANG Jing,et al. Risk assessment and range prediction of dangerous rockmass based on rockfall:A case study of the Xuangou Collapse[J]. The Chinese Journal of Geological Hazard and Control,2020,31(4):24 − 33. (in Chinese with English abstract)]

    HE Yuhang, PEI Xiangjun, LIANG Jing, et al. Risk assessment and range prediction of dangerous rockmass based on rockfall: A case study of the Xuangou Collapse［J］. The Chinese Journal of Geological Hazard and Control, 2020, 31（4）: 24 − 33. （in Chinese with English abstract）
    [9]
    许强,陈伟. 单体危岩崩塌灾害风险评价方法——以四川省丹巴县危岩崩塌体为例[J]. 地质通报,2009,28(8):1039 − 1046. [XU Qiang,CHEN Wei. Risk assessment method for single rockfall geo-disaster:a case study on the rockfall in Danba County,Sichuan,China[J]. Geological Bulletin of China,2009,28(8):1039 − 1046. (in Chinese with English abstract)]

    XU Qiang, CHEN Wei. Risk assessment method for single rockfall geo-disaster: a case study on the rockfall in Danba County, Sichuan, China［J］. Geological Bulletin of China, 2009, 28（8）: 1039 − 1046. （in Chinese with English abstract）
    [10]
    SHI Chong,YANG Bo,ZHANG Yiping,et al. Application of discrete-element numerical simulation for calculating the stability of dangerous rock mass:a case study[J]. International Journal of Geomechanics,2020,20(12):■ − ■.
    [11]
    SENGANI F,MULENGA F. An improved hazard assessment chart for rock falls in near vertical blocky rock environments[J]. Environmental Earth Sciences,2021,80(18):647. DOI: 10.1007/s12665-021-09950-7
    [12]
    ERFEN H S,MUSTA B. Rock Endpoints and Barriers Estimation of Slope Failure in Pinousuk Gravel Slopes using Rocfall Simulation[J]. IOP Conference Series:Earth and Environmental Science,2022,1103(1):012033. DOI: 10.1088/1755-1315/1103/1/012033
    [13]
    BOURGEOIS J,WARREN S,ARMSTRONG J. Utilization of statistical analysis to identify influential slope parameters associated with rockfall at open pit mines[J]. Mining,Metallurgy & Exploration,2023,40(4):1101 − 1112.
    [14]
    张雄伟,杨泽,周晓超,等. 青麦地大型石灰岩露天矿高陡边坡结构面特征及其对边坡稳定性的影响[J]. 贵州大学学报(自然科学版),2022,39(2):66 − 72. [ZHANG Xiongwei,YANG Ze,ZHOU Xiaochao,et al. Structural Plane Characteristics of High-steep Slope and its Influence on Slope Stability in Qingmaidi Large Limestone Open-pit Mine[J]. Journal of Guizhou University(Natural Sciences),2022,39(2):66 − 72. (in Chinese with English abstract)]

    ZHANG Xiongwei, YANG Ze, ZHOU Xiaochao, et al. Structural Plane Characteristics of High-steep Slope and its Influence on Slope Stability in Qingmaidi Large Limestone Open-pit Mine［J］. Journal of Guizhou University（Natural Sciences）, 2022, 39（2）: 66 − 72. （in Chinese with English abstract）
    [15]
    毛元静,李瑶,和大钊,等. 露采矿山台阶边坡结构面特性与破坏机制分析[J]. 中国地质灾害与防治学报,2017,28(3):39 − 45. [MAO Yuanjing,LI Yao,HE Dazhao,et al. Structural planes characteristics and failure mechanism for open-pit mining bench slope[J]. The Chinese Journal of Geological Hazard and Control,2017,28(3):39 − 45. (in Chinese)]

    MAO Yuanjing, LI Yao, HE Dazhao, et al. Structural planes characteristics and failure mechanism for open-pit mining bench slope［J］. The Chinese Journal of Geological Hazard and Control, 2017, 28（3）: 39 − 45. （in Chinese）
    [16]
    王万禄,王黎蝶,侯克鹏,等. 岩体结构面调查及对采场稳定性的影响分析[J]. 现代矿业,2022,640:111 − 118. [WANG Wanlu1,WANG Lidie,HOU Kepeng,et al. Investigation of Rock Mass Structural Plane and It's Influence on Stope Stability[J]. MODERN MINING,2022,640:111 − 118. (in Chinese with English abstract)] DOI: 10.3969/j.issn.1674-6082.2022.02.029

    WANG Wanlu1, WANG Lidie, HOU Kepeng, et al. Investigation of Rock Mass Structural Plane and It's Influence on Stope Stability［J］. MODERN MINING, 2022, 640: 111 − 118. （in Chinese with English abstract） DOI: 10.3969/j.issn.1674-6082.2022.02.029
    [17]
    傅少君,陈乾锐,祝桥桥,等. 边坡滚石运动影响因素浅析[J]. 武汉大学学报(工学版),2009,42(6):795 − 798. [FU Shaojun,CHEN Qianrui,ZHU Qiaoqiao,et al. On factors influencing kinematical properties of rockfall slopes[J]. Engineering Journal of Wuhan University,2009,42(6):795 − 798. (in Chinese)]

    FU Shaojun, CHEN Qianrui, ZHU Qiaoqiao, et al. On factors influencing kinematical properties of rockfall slopes［J］. Engineering Journal of Wuhan University, 2009, 42（6）: 795 − 798. （in Chinese）
    [18]
    陈宇龙. 滚石运动过程中关键参数的影响分析[J]. 岩土工程学报,2013,35Supp.2(增刊2):190 − 196. [CHEN Yulong. Influence of key factors on trajectories of rockfalls[J]. Chinese Journal of Geotechnical Engineering,2013,35Supp.2(增刊2):190 − 196. (in Chinese with English abstract)]

    CHEN Yulong. Influence of key factors on trajectories of rockfalls［J］. Chinese Journal of Geotechnical Engineering, 2013, 35Supp.2（增刊2）: 190 − 196. （in Chinese with English abstract）
    [19]
    黄润秋,刘卫华. 平台对滚石停积作用试验研究[J]. 岩石力学与工程学报,2009,28(3):516 − 524. [HUANG Runqiu,LIU Weihua. Platform resistent test on rolling rock blocks[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(3):516 − 524. (in Chinese)]

    HUANG Runqiu, LIU Weihua. Platform resistent test on rolling rock blocks［J］. Chinese Journal of Rock Mechanics and Engineering, 2009, 28（3）: 516 − 524. （in Chinese）
    • Related Articles

  • Related Articles

    [1]Haiming YU, Yibin ZHANG, Xianghui FANG, Siyu XU, Yuwei XU, Xuqing ZHANG. Application of multiple InSAR techniques and SAR data from multi-sources to landslide deformation monitoring: A case study of the Zhixincun landslide in Jilin Province[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(1): 155-162. DOI: 10.16031/j.cnki.issn.1003-8035.202209021
    [2]Qing HE, Lu WEI, Yonghong XIAO. Analysis of spatial-temporal distribution characteristics and influencing factors of land subsidence in Bozhou City, Anhui Province based on SBAS-InSAR technology[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(5): 81-90. DOI: 10.16031/j.cnki.issn.1003-8035.202304004
    [3]Huihui JIA, Jianzhi XUE, Lizhao GUO, Jiangtao SONG, Yucong ZHANG. Application of combined space, arial and ground based multiple technologies in deformation monitoring of mining areas[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(3): 69-82. DOI: 10.16031/j.cnki.issn.1003-8035.202202015
    [4]Wei LU, Bin YANG, Kun YANG. Surface deformation monitoring and analysis of Southwest University of Science and Technology based on time series InSAR[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(2): 61-72. DOI: 10.16031/j.cnki.issn.1003-8035.202202060
    [5]Li MO, Xianneng WANG. Monitoring and analysis of ground and building settlement of deep trough in Houhai based on PS-InSAR technology[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(1): 68-74. DOI: 10.16031/j.cnki.issn.1003-8035.202110029
    [6]Zhengrong YANG, Wenfei XI, Zhengtao SHI, Bo XIAO, Dingyi ZHOU. Deformation analysis in the bank slopes in the reservoir area of Baihetan Hydropower Station based on SBAS-InSAR technology[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 83-92. DOI: 10.16031/j.cnki.issn.1003-8035.202202056
    [7]Kaixiang ZHANG, Zhanrong ZHANG, Xianyu YU. Application of SBAS-InSAR and PS-InSAR technologies in analysis of landslide subsidence along a linear infrastructure in Southwestern Shandong[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(4): 65-76. DOI: 10.16031/j.cnki.issn.1003-8035.202108016
    [8]Chengye YANG, Tao ZHANG, Gui GAO, Chongyang BU, Hua WU. Application of SBAS-InSAR technology in monitoring of ground deformation of representative giant landslides in Jinsha river basin, Jiangda County, Tibet[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(3): 94-105. DOI: 10.16031/j.cnki.issn.1003-8035.2022.03-11
    [9]Hongming WANG, Ruren LI, Yiting QIN, Zhuqing LIU, Jun GU. Application of time series InSAR technology in monitoring ground deformation of mining area：A case study at Huolinhe open pit mining area in Inner Mongolia[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(2): 71-78. DOI: 10.16031/j.cnki.issn.1003-8035.2022.02-09
    [10]Jianping PAN, Fujiang DENG, Zhengxuan XU, Qiwen XIANG, Wenli TU, Zhanbao FU. Time series InSAR surface deformation monitoring in extremely difficult area based on track refining control points selection[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(5): 98-104. DOI: 10.16031/j.cnki.issn.1003-8035.2021.05-12

  • Cited by

    Periodical cited type(3)

    1. 陈家乐，倪万魁，王海曼，荣誉. 原状黄土土-水特征曲线与湿陷性的相关性. 中国地质灾害与防治学报. 2024(02): 107-114 . 本站查看
    2. 贾静，宿星，张军，路常亮，张满银，李霞，董耀刚，任皓晨. 1985—2020年甘肃省通渭县滑坡区土地利用变化及驱动力. 应用生态学报. 2024(10): 2833-2841 .
    3. 王韵，王红雨，李其星，亢文涛. 探地雷达在湿陷性黄土挖填方高边坡土体性状探测中的应用. 中国地质灾害与防治学报. 2023(02): 102-110 . 本站查看

    Other cited types(0)

Catalog

    Get Citation
    PDF
    XML
    Article views (34) PDF downloads (16) Cited by(3)

    Email alert

    RSS

    • Address: 20 Dahui temple, Haidian District, Beijing
    • Distribution contact：010-60850957
    • Advertising contact：010-60850956
    • Notice of advertisement release registration：京海工商广登字20170026号
    • Copyright：Editorial Office of The Chinese Journal of Geological Hazard and Control 京ICP备12022220号-1  百度统计

    Links：

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return