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
WANG Yuyuan,ZHANG Youyi,WANG Yunjun. Stability of dangerous rockmasses and prediction of rockfall trajectory: A case study at Wansui Mountain in Ganzi County of Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control,2024,35(3): 12-25. DOI: 10.16031/j.cnki.issn.1003-8035.202304020
Citation: WANG Yuyuan,ZHANG Youyi,WANG Yunjun. Stability of dangerous rockmasses and prediction of rockfall trajectory: A case study at Wansui Mountain in Ganzi County of Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control,2024,35(3): 12-25. DOI: 10.16031/j.cnki.issn.1003-8035.202304020

Stability of dangerous rockmasses and prediction of rockfall trajectory: A case study at Wansui Mountain in Ganzi County of Sichuan Province

More Information
  • Received Date: April 17, 2023
  • Revised Date: October 17, 2023
  • Available Online: May 07, 2024
  • The hazardous rock zone on the Wansui Mountain slope in Ganzi Town, Ganzi County, has experienced frequent rockfalls over the years, posing a serious threat to the lives and property of residents below. Therefore, it is crucial to conduct stability analysis of the hazardous rock zone and rockfall trajectory prediction for the Wansui Mountain slope. Focusing on the dangerous rock zone of Wansui Mountain's slope, the geometric dimensions and 3D morphology of the zone were obtained using drone oblique photography combined with field surveys. The development characteristics of the dangerous rock zone and the distribution characteristics of the dangerous rock bodies were analyzed, and the stability of the dangerous rocks was assessed. Based on RAMMS-ROCKFALL, considering the geometric shapes of the dangerous rocks and the 3D terrain, potential rockfall trajectories after the collapse of the dangerous rocks were simulated.The results show that:The slope is generally intact, with the main instability modes being falling and toppling due to weathering. A total of seven dangerous rock zones have developed, which are in an unstable state under seismic conditions; the simulation provided the relationships between rolling and bouncing heights, speeds, kinetic energy, trajectories, and positions. By predicting the rockfall trajectories, the threat range and targets of the dangerous rock zone were determined. The prediction results indicate a significant threat to the houses and pedestrians on the streets below the slope of Wansui Mountain, and remedial measures should be taken as soon as possible.The research results indicate that the use of drone oblique photography is beneficial for the stability analysis of dangerous rock bodies on slopes, compensating for the blind spots of traditional surveys, and improving the efficiency and quality of the investigation. This provides a new approach for the investigation of dangerous rock bodies and rockfall trajectory analysis, which has positive significance for disaster mitigation technology research and the management of dangerous rock bodies.

  • [1]
    VOLKWEIN A,SCHELLENBERG K,LABIOUSE V,et al. Rockfall characterisation and structural protection–a review[J]. Natural Hazards and Earth System Sciences,2011,11(9):2617 − 2651. DOI: 10.5194/nhess-11-2617-2011
    [2]
    FITYUS S G,GIACOMINI A,BUZZI O. The significance of geology for the morphology of potentially unstable rocks[J]. Engineering Geology,2013,162:43 − 52. DOI: 10.1016/j.enggeo.2013.05.007
    [3]
    LEINE R I,SCHWEIZER A,CHRISTEN M,et al. Simulation of rockfall trajectories with consideration of rock shape[J]. Multibody System Dynamics,2014,32(2):241 − 271. DOI: 10.1007/s11044-013-9393-4
    [4]
    HARVEY G J M. Rock-shape and its role in rockfall dynamics[D]. Durham,North East England,UK:Durham University,2015
    [5]
    KIM D H,GRATCHEV I,BERENDS J,et al. Calibration of restitution coefficients using rockfall simulations based on 3D photogrammetry model:A case study[J]. Natural Hazards,2015,78(3):1931 − 1946. DOI: 10.1007/s11069-015-1811-x
    [6]
    CROSTA G B,AGLIARDI F,FRATTINI P,et al. Key issues in rock fall modeling,hazard and risk assessment for rockfall protection[M]. Engineering Geology for Society and Territory - Volume 2. Cham:Springer International Publishing,2015:43 − 58.
    [7]
    LAN Hengxing,LI Langping,WU Yuming. Stochasticity of rockfall tracjectory revealed by a field experiment repeated on a single sample[M]//Engineering Geology for Society and Territory - Volume 2. Cham:Springer International Publishing,2015:1713 − 1721.
    [8]
    周游,黄静美,谢红强. 西南地区某高速公路边坡危岩体稳定可靠性评价[J]. 地下空间与工程学报,2020,16(增刊2):1022 − 1029. [ZHOU You,HUANG Jingmei,XIE Hongqiang. Reliability evaluation of stability of dangerous rock mass on a highway slope in southwest China[J]. Chinese Journal of Underground Space and Engineering,2020,16(Sup 2):1022 − 1029. (in Chinese with English abstract)]

    ZHOU You, HUANG Jingmei, XIE Hongqiang. Reliability evaluation of stability of dangerous rock mass on a highway slope in southwest China[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(Sup 2): 1022 − 1029. (in Chinese with English abstract)
    [9]
    贺凯,高杨,殷跃平,等. 基于岩体损伤的大型高陡危岩稳定性评价方法[J]. 水文地质工程地质,2020,47(4):82 − 89. [HE Kai,GAO Yang,YIN Yueping,et al. Stability assessment methods for huge high-steep unstable rock mass based on damage theory[J]. Hydrogeology & Engineering Geology,2020,47(4):82 − 89. (in Chinese with English abstract)]

    HE Kai, GAO Yang, YIN Yueping, et al. Stability assessment methods for huge high-steep unstable rock mass based on damage theory[J]. Hydrogeology & Engineering Geology, 2020, 47(4): 82 − 89. (in Chinese with English abstract)
    [10]
    孙琪皓,马凤山,刘港,等. G109国道拉萨—羊八井段喀努纳危岩体变形破坏模式及稳定性分析[J]. 工程地质学报,2021,29(2):495 − 507. [SUN Qihao,MA Fengshan,LIU Gang,et al. Deformation failure mode and stability analysis of Kanuna unstable rock mass in Lhasa-Yangbajing section of G109 national highway[J]. Journal of Engineering Geology,2021,29(2):495 − 507. (in Chinese with English abstract)]

    SUN Qihao, MA Fengshan, LIU Gang, et al. Deformation failure mode and stability analysis of Kanuna unstable rock mass in Lhasa-Yangbajing section of G109 national highway[J]. Journal of Engineering Geology, 2021, 29(2): 495 − 507. (in Chinese with English abstract)
    [11]
    张继旭,王林峰,夏万春. 基于模糊失效准则的危岩稳定可靠度计算[J]. 防灾减灾工程学报,2022,42(4):695 − 704. [ZHANG Jixu,WANG Linfeng,XIA Wanchun. Reliability calculation of perilous rock stability based on fuzzy failure criterion[J]. Journal of Disaster Prevention and Mitigation Engineering,2022,42(4):695 − 704. (in Chinese with English abstract)]

    ZHANG Jixu, WANG Linfeng, XIA Wanchun. Reliability calculation of perilous rock stability based on fuzzy failure criterion[J]. Journal of Disaster Prevention and Mitigation Engineering, 2022, 42(4): 695 − 704. (in Chinese with English abstract)
    [12]
    马显东,周剑,张路青,等. 基于崩塌滚石运动特征的防护网动态响应规律[J]. 地球科学,2022,47(12):4559 − 4573. [MA Xiandong,ZHOU Jian,ZHANG Luqing,et al. Dynamic response laws of flexible rockfall barriers based on movement characteristics of rockfall[J]. Earth Science,2022,47(12):4559 − 4573. (in Chinese with English abstract)]

    MA Xiandong, ZHOU Jian, ZHANG Luqing, et al. Dynamic response laws of flexible rockfall barriers based on movement characteristics of rockfall[J]. Earth Science, 2022, 47(12): 4559 − 4573. (in Chinese with English abstract)
    [13]
    马显东,周剑,张路青,等. 强震区公路沿线崩塌危岩体特征提取及失稳分析[J]. 岩石力学与工程学报,2022,41(增刊1):2901 − 2914. [MA Xiandong,ZHOU Jian,ZHANG Luqing,et al. Feature extraction and instability analysis of collapse rock mass along highway in strong earthquake area[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(Sup 1):2901 − 2914. (in Chinese with English abstract)]

    MA Xiandong, ZHOU Jian, ZHANG Luqing, et al. Feature extraction and instability analysis of collapse rock mass along highway in strong earthquake area[J]. Chinese Journal of Rock Mechanics and Engineering, 2022, 41(Sup 1): 2901 − 2914. (in Chinese with English abstract)
    [14]
    姚富潭,吴明堂,董秀军,等. 基于贴近摄影测量技术的高陡危岩体结构面调查方法[J]. 成都理工大学学报(自然科学版),2023,50(2):218 − 228. [YAO Futan,WU Mingtang,DONG Xiujun,et al. Investigation method of discontinuity in high and steep dangerous rock mass based on nap of the object photogrammetry[J]. Journal of Chengdu University of Technology (Science & Technology Edition),2023,50(2):218 − 228. (in Chinese with English abstract)]

    YAO Futan, WU Mingtang, DONG Xiujun, et al. Investigation method of discontinuity in high and steep dangerous rock mass based on nap of the object photogrammetry[J]. Journal of Chengdu University of Technology (Science & Technology Edition), 2023, 50(2): 218 − 228. (in Chinese with English abstract)
    [15]
    谢金,杨根兰,覃乙根,等. 基于无人机与Rockfall的危岩体结构特征识别与运动规律模拟[J]. 河南理工大学学报(自然科学版),2021,40(1):55 − 64. [XIE Jin,YANG Genlan,QIN Yigen,et al. Structural feature recognition and motion law simulation of dangerous rock mass based on UAV and Rockfall[J]. Journal of Henan Polytechnic University (Natural Science),2021,40(1):55 − 64. (in Chinese with English abstract)]

    XIE Jin, YANG Genlan, QIN Yigen, et al. Structural feature recognition and motion law simulation of dangerous rock mass based on UAV and Rockfall[J]. Journal of Henan Polytechnic University (Natural Science), 2021, 40(1): 55 − 64. (in Chinese with English abstract)
    [16]
    刘福臻,李旭德,王军朝,等. 基于无人机和Rockfall Analyst的崩塌落石特征分析与运动学模拟——以察雅县崩塌落石为例[J]. 自然灾害学报,2021,30(3):171 − 180. [LIU Fuzhen,LI Xude,WANG Junchao,et al. Characteristic analysis and kinematic simulation of rockfall based on UAV and Rockfall Analyst:A case study of rockfall in Chaya County[J]. Journal of Natural Disasters,2021,30(3):171 − 180. (in Chinese with English abstract)]

    LIU Fuzhen, LI Xude, WANG Junchao, et al. Characteristic analysis and kinematic simulation of rockfall based on UAV and Rockfall Analyst: A case study of rockfall in Chaya County[J]. Journal of Natural Disasters, 2021, 30(3): 171 − 180. (in Chinese with English abstract)
    [17]
    康尘云. 基于倾斜摄影的高位危岩特征获取和稳定性评价——以重庆万州观音山危岩带为例[J]. 中国地质灾害与防治学报,2022,33(5):66 − 75. [KANG Chenyun. Feature acquisition and stability evaluation of high dangerous rock mass based on oblique photography:A case study at Guanyinshan in Wanzhou,Chongqing Province[J]. The Chinese Journal of Geological Hazard and Control,2022,33(5):66 − 75. (in Chinese with English abstract)]

    KANG Chenyun. Feature acquisition and stability evaluation of high dangerous rock mass based on oblique photography: A case study at Guanyinshan in Wanzhou, Chongqing Province[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 66 − 75. (in Chinese with English abstract)
    [18]
    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)
    [19]
    张永海,谢武平,罗忠行,等. 四川名山白马沟危岩体稳定性评价与落石轨迹分析[J]. 中国地质灾害与防治学报,2022,33(4):37 − 46. [ZHANG Yonghai,XIE Wuping,LUO Zhongxing,et al. Stability evaluation and rockfall trajectory analysis of the Baimagou dangerous rock mass in Mingshan County of Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control,2022,33(4):37 − 46. (in Chinese with English abstract)]

    ZHANG Yonghai, XIE Wuping, LUO Zhongxing, et al. Stability evaluation and rockfall trajectory analysis of the Baimagou dangerous rock mass in Mingshan County of Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(4): 37 − 46. (in Chinese with English abstract)
    [20]
    黄海宁,黄健,周春宏,等. 无人机影像在高陡边坡危岩体调查中的应用[J]. 水文地质工程地质,2019,46(6):149 − 155. [HUANG Haining,HUANG Jian,ZHOU Chunhong,et al. Application of UAV images to rockfall investigation at the high and steep slope[J]. Hydrogeology & Engineering Geology,2019,46(6):149 − 155. (in Chinese with English abstract)]

    HUANG Haining, HUANG Jian, ZHOU Chunhong, et al. Application of UAV images to rockfall investigation at the high and steep slope[J]. Hydrogeology & Engineering Geology, 2019, 46(6): 149 − 155. (in Chinese with English abstract)
    [21]
    汪莹鹤, 李时亮, 李炜, 等. 张吉怀铁路土峪隧道危岩落石特征及防护措施研究[J]. 铁道标准设计,2023,67(11):126 − 133. [WANG Yinghe, LI Shiliang, LI Wei, et al. Study on the characteristics and protection design of Tuyu tunnel rockfall on Zhangjiajie-Jishou-Huaihua railway[J]. Railway Standard Design,2023,67(11):126 − 133. (in Chinese with English abstract)]

    WANG Yinghe, LI Shiliang, LI Wei, et al. Study on the characteristics and protection design of Tuyu tunnel rockfall on Zhangjiajie-Jishou-Huaihua railway[J]. Railway Standard Design, 2023, 67(11): 126 − 133. (in Chinese with English abstract)
    [22]
    庞鑫, 袁明, 卢渊, 等. 基于无人机LiDAR仿地飞行技术的高陡边坡危岩体快速识别方法[J]. 地质科技通报,2023,42(6):21 − 30. [PANG Xin, YUAN Ming, LU Yuan, et al. Rapid identification method for the dangerous rock mass of a high-steep slope based on UAV LiDAR and ground imitation flight[J]. Bulletin of Geological Science and Technology,2023,42(6):21 − 30. (in Chinese with English abstract)]

    PANG Xin, YUAN Ming, LU Yuan, et al. Rapid identification method for the dangerous rock mass of a high-steep slope based on UAV LiDAR and ground imitation flight[J]. Bulletin of Geological Science and Technology, 2023, 42(6): 21 − 30. (in Chinese with English abstract)
    [23]
    王朋伟, 安玉科. 基于倾斜摄影与InSAR技术的高位崩塌风险识别[J]. 水文地质工程地质,2023,50(5):169 − 180. [WANG Pengwei, AN Yuke. High-level collapse risk identification based on oblique photography and InSAR technology[J]. Hydrogeology & Engineering Geology,2023,50(5):169 − 180. (in Chinese with English abstract)]

    WANG Pengwei, AN Yuke. High-level collapse risk identification based on oblique photography and InSAR technology[J]. Hydrogeology & Engineering Geology, 2023, 50(5): 169 − 180. (in Chinese with English abstract)
    [24]
    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)
    [25]
    胡厚田. 崩塌与落石[M]. 北京:中国铁道出版社,1989. [HU Houtian. Collapse and falling rocks[M]. Beijing:China Railway Publishing House,1989. (in Chinese)]

    HU Houtian. Collapse and falling rocks[M]. Beijing: China Railway Publishing House, 1989. (in Chinese)
  • Related Articles

    [1]Xueqiang GONG, Chuanjie XI, Xiewen HU, Yayun HU, Yonghao ZHOU, Yu ZHANG. Landslide susceptibility assessment and zonation using negative sampling strategy: A case study of Bazhong area, Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control, 2025, 36(1): 146-155. DOI: 10.16031/j.cnki.issn.1003-8035.202309028
    [2]Jianping CHEN, Yabo XIN, Zepeng WANG, Wei CHEN, Changyuan WAN, Yunyan LIU, Junjie HUANG. Effect of sample selection on the susceptibility assessment of geological hazards: A case study in Liulin County, Shanxi Province[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(3): 152-162. DOI: 10.16031/j.cnki.issn.1003-8035.202210037
    [3]Bin CHEN, Yingyi LI, Lianzhi ZHANG, Tianqiang QU, Na WEI, Ning LIU, Chunlin HUANG. Classification optimization of geological hazard susceptibility evaluation factors based on AIFFC algorithm[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(1): 72-81. DOI: 10.16031/j.cnki.issn.1003-8035.202210048
    [4]Cheng HUANG, Xiangsheng YAN, Hongbo MEI, Cuiqiong ZHOU, Ge HUANG. Susceptibility analysis of Geological hazards based on the random forest weighted information value model:A case study of Shidian County,Yunnan Province[J]. The Chinese Journal of Geological Hazard and Control. DOI: 10.16031/j.cnki.issn.1003-8035.202401013
    [5]Guozhen CHEN, Junqi LIU, Jinghui CUI, Shupeng YU, Xiaohu ZHANG, Ninghui ZHU, Yuxin SONG. Application of different machine learning models in landslide susceptibility assessment in Badong County, Hubei province[J]. The Chinese Journal of Geological Hazard and Control. DOI: 10.16031/j.cnki.issn.1003-8035.202310011
    [6]Wei ZHANG, Fangrui HU, Wei QI, Lin PENG, Yonglin WANG, Feng CHEN. Susceptibility assessment of geological hazard based on XGBoost and cloud model[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(6): 136-145. DOI: 10.16031/j.cnki.issn.1003-8035.202210041
    [7]Shuai LIU, Jieyong ZHU, Dehu YANG, Bo MA. Evaluation of geological hazard susceptibility of collapse and landslide in Yuanyang County using slope units and random forest modeling[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(4): 144-150. DOI: 10.16031/j.cnki.issn.1003-8035.202207003
    [8]Feng WANG, Fan YANG, Zhongrong JIANG, E WU, Guan WANG. Susceptibility assessment of debris flow based on watershed units in Kangding City, Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(3): 145-156. DOI: 10.16031/j.cnki.issn.1003-8035.202205038
    [9]Bin SUN, Chuanbing ZHU, Xiaobo KANG, Lei YE, Yi LIU. Susceptibility assessment of debris flows based on information model in Dongchuan, Yunnan Province[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 119-127. DOI: 10.16031/j.cnki.issn.1003-8035.202204003
    [10]Shu HE, XMSY ABUDIKEYIMU, Meng HU, Kang CHEN. Evaluation on landslide susceptibility based on self-organizing feature map network and random forest model:A case study of Dayu County of Jiangxi Province[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(1): 132-140. DOI: 10.16031/j.cnki.issn.1003-8035.2022.01-16
  • Cited by

    Periodical cited type(6)

    1. 刘朝晖,盛佳豪,柳力. 数据驱动下的沥青混合料材料组成设计方法. 材料导报. 2025(04): 75-83 .
    2. 郭明娟,徐哈宁,肖慧,范凌峰,胡佳超,游丝露. 基于双采样随机森林的临滑阶段的预测算法:以湖北黄石5号铁矿石治理地块为例. 科学技术与工程. 2024(14): 5733-5741 .
    3. 袁永建,张莲花. 基于AHP-熵值法模糊评价模型在滑坡灾害风险性评价中的应用. 甘肃水利水电技术. 2024(03): 38-42 .
    4. 关艳丽,贾荣谷,李育红,翁彦梅,李家艳,冯蕊. 水库滑坡机理及风险评价研究与展望. 人民珠江. 2024(08): 10-18 .
    5. 刘东升,吴越,李珂,王艳磊. 基于失稳概率的单体滑坡灾害风险定量评价及其工程应用. 中国地质灾害与防治学报. 2024(04): 67-74 . 本站查看
    6. 唐学武,刘耕,邵磊,姚灯,陈东旭,田优平. 基于CF-BPNN耦合模型的益湛铁路沿线滑坡危险性评价. 地质科学. 2024(05): 1470-1486 .

    Other cited types(1)

Catalog

    Article views (162) PDF downloads (82) Cited by(7)

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return