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
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. DOI: 10.16031/j.cnki.issn.1003-8035.202202045
Citation: 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. DOI: 10.16031/j.cnki.issn.1003-8035.202202045

Stability evaluation and rockfall trajectory analysis of the Baimagou dangerous rock mass in Mingshan County of Sichuan Province

More Information
  • Received Date: February 23, 2022
  • Revised Date: April 01, 2022
  • Accepted Date: April 24, 2022
  • Available Online: July 11, 2022
  • Dangerous rock mass refers to the rock mass that is cut by the structural plane and fails under certain inducing factors. As one of the common natural geological disasters, it seriously affects the safety of human life and property in mountainous areas. The exploration, stability evaluation and risk evaluation of dangerous rock mass are difficult problems in the research of geological disaster prevention. Affected by human engineering activities, there are many dangerous rock masses in Baimagou, Xindian Town, Mingshan County. Based on the analysis and Research on the distribution and development characteristics of collapse dangerous rock mass in baimagou, this paper preliminarily summarizes the formation, distribution law and disaster mechanism of dangerous rock mass in Guankou formation (K2g) of Upper Cretaceous system, and carries out numerical simulation calculation for four collapse dangerous rock bodies in this area by using Rockfall, calculates their movement speed and trajectory, and calculates the rock bounce height and distance, It provides a reference for the stability evaluation and motion trajectory analysis of dangerous rock mass under such engineering geological conditions.
  • [1]
    胡显明,晏鄂川,杨建国,等. 巫溪南门湾危岩体稳定性分区研究[J]. 工程地质学报,2011,19(3):397 − 403. [HU Xianming,YAN Echuan,YANG Jianguo,et al. Stability assessment of unstable rock blocks at nanmenwan in Wuxi County[J]. Journal of Engineering Geology,2011,19(3):397 − 403. (in Chinese with English abstract) DOI: 10.3969/j.issn.1004-9665.2011.03.016

    HU Xianming, YAN Echuan, YANG Jianguo, et al. Stability assessment of unstable rock blocks at nanmenwan in Wuxi County[J]. Journal of Engineering Geology, 2011, 19(3): 397-403. (in Chinese with English abstract) DOI: 10.3969/j.issn.1004-9665.2011.03.016
    [2]
    MANZELLA I,LABIOUSE V. Qualitative analysis of rock avalanches propagation by means of physical modelling of non-constrained gravel flows[J]. Rock Mechanics and Rock Engineering,2008,41(1):133 − 151. DOI: 10.1007/s00603-007-0134-y
    [3]
    ZAMBRANO O M. Large rock avalanches:A kinematic model[J]. Geotechnical and Geological Engineering,2008,26(3):283 − 287. DOI: 10.1007/s10706-007-9164-1
    [4]
    DORREN L K A,MAIER B,PUTTERS U S,et al. Combining field and modelling techniques to assess rockfall dynamics on a protection forest hillslope in the European Alps[J]. Geomorphology,2004,57(3/4):151 − 167.
    [5]
    CROSTA G B,AGLIARDI F. A methodology for physically based rockfall hazard assessment[J]. Natural Hazards and Earth System Sciences,2003,3(5):407 − 422. DOI: 10.5194/nhess-3-407-2003
    [6]
    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)
    [7]
    程宇,张健,陈进,等. 贵州纳雍骔岭镇危岩带稳定性及危害范围分析[J]. 中国地质灾害与防治学报,2019,30(4):9 − 15. [CHENG Yu,ZHANG Jian,CHEN Jin,et al. Analysis on stability and hazard zone of dangerous rock mass in Zongling Town,Nayong of Guizhou Province[J]. The Chinese Journal of Geological Hazard and Control,2019,30(4):9 − 15. (in Chinese with English abstract)

    CHENG Yu, ZHANG Jian, CHEN Jin, et al. Analysis on stability and hazard zone of dangerous rock mass in Zongling Town, Nayong of Guizhou Province[J]. The Chinese Journal of Geological Hazard and Control, 2019, 30(4): 9-15. (in Chinese with English abstract)
    [8]
    陈洪凯,王蓉,唐红梅. 危岩研究现状及趋势综述[J]. 重庆交通学院学报,2003,22(3):18 − 22. [CHEN Hongkai,WANG Rong,TANG Hongmei. Review of current situation and trend of dangerous rock research[J]. Journal of Chongqing Jiaotong University,2003,22(3):18 − 22. (in Chinese with English abstract)

    CHEN Hongkai, WANG Rong, TANG Hongmei. Review of current situation and trend of dangerous rock research [J] Journal of Chongqing Jiaotong University, 2003, 22(3): 18 -22. ( in Chinese with English abstract
    [9]
    陈洪凯,唐红梅. 危岩主控结构面强度参数计算方法[J]. 工程地质学报,2008,16(1):37 − 41. [CHEN Hongkai,TANG Hongmei. Method for calculating strength parameters of structural planes controlling the rock block stablity[J]. Journal of Engineering Geology,2008,16(1):37 − 41. (in Chinese with English abstract) DOI: 10.3969/j.issn.1004-9665.2008.01.008

    CHEN Hongkai, TANG Hongmei. Method for calculating strength parameters of structural planes controlling the rock block stablity[J]. Journal of Engineering Geology, 2008, 16(1): 37-41. (in Chinese with English abstract) DOI: 10.3969/j.issn.1004-9665.2008.01.008
    [10]
    王在泉,张黎明,贺俊征. 岩石边坡工程块体系统稳定性预测、监测与控制[J]. 岩石力学与工程学报,2004,23(10):1658 − 1661. [WANG Zaiquan,ZHANG Liming,HE Junzheng. Stability prediction,monitoring and control of key block system in rock slope engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(10):1658 − 1661. (in Chinese with English abstract) DOI: 10.3321/j.issn:1000-6915.2004.10.013

    WANG Zaiquan, ZHANG Liming, HE Junzheng. Stability prediction, monitoring and control of key block system in rock slope engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(10): 1658-1661. (in Chinese with English abstract) DOI: 10.3321/j.issn:1000-6915.2004.10.013
    [11]
    陈昌彦,王思敬,沈小克. 边坡岩体稳定性的人工神经网络预测模型[J]. 岩土工程学报,2001,23(2):157 − 161. [CHEN Changyan,WANG Sijing,SHEN Xiaoke. Predicting models to estimate stability of rock slope based on artificial neural network[J]. Chinese Journal of Geotechnical Engineering,2001,23(2):157 − 161. (in Chinese with English abstract) DOI: 10.3321/j.issn:1000-4548.2001.02.006

    CHEN Changyan, WANG Sijing, SHEN Xiaoke. Predicting models to estimate stability of rock slope based on artificial neural network[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 157-161. (in Chinese with English abstract) DOI: 10.3321/j.issn:1000-4548.2001.02.006
    [12]
    董好刚,陈立德,黄长生. 三峡库区云阳—江津段危岩形成的影响因素及稳定性评价[J]. 工程地质学报,2010,18(5):645 − 650. [DONG Haogang,CHEN Lide,HUANG Changsheng. Influence factors and stability assessment of dangerous rocks in Yunyang-Jiangjin on Three Gorges Reservoir[J]. Journal of Engineering Geology,2010,18(5):645 − 650. (in Chinese with English abstract) DOI: 10.3969/j.issn.1004-9665.2010.05.006

    DONG Haogang, CHEN Lide, HUANG Changsheng. Influence factors and stability assessment of dangerous rocks in Yunyang-Jiangjin on Three Gorges reservoir[J]. Journal of Engineering Geology, 2010, 18(5): 645-650. (in Chinese with English abstract) DOI: 10.3969/j.issn.1004-9665.2010.05.006
    [13]
    刘传正. 重庆武隆鸡尾山危岩体形成与崩塌成因分析[J]. 工程地质学报,2010,18(3):297 − 304. [LIU Chuanzheng. Mechanism analysis on the Jiweishan rockfall disaster happened in Wulong,Chongqing,June 5,2009[J]. Journal of Engineering Geology,2010,18(3):297 − 304. (in Chinese with English abstract) DOI: 10.3969/j.issn.1004-9665.2010.03.002

    LIU Chuanzheng. Mechanism analysis on the jiweishan rockfall disaster happened in Wulong, Chongqing, June 5, 2009[J]. Journal of Engineering Geology, 2010, 18(3): 297-304. (in Chinese with English abstract) DOI: 10.3969/j.issn.1004-9665.2010.03.002
    [14]
    陈洪凯,鲜学福,唐红梅,等. 危岩稳定性分析方法[J]. 应用力学学报,2009,26(2):278 − 282. [CHEN Hongkai,XIAN Xuefu,TANG Hongmei,et al. Stability analysis method for perilous rock[J]. Chinese Journal of Applied Mechanics,2009,26(2):278 − 282. (in Chinese with English abstract)

    CHEN Hongkai, XIAN Xuefu, TANG Hongmei, et al. Stability analysis method for perilous rock[J]. Chinese Journal of Applied Mechanics, 2009, 26(2): 278-282. (in Chinese with English abstract)
    [15]
    周根郯. 坠落式危岩稳定性计算方法的比较法[J]. 岩土工程学报, 2014, 34(5): 122 − 126;

    ZHOU Gentan. Comparison method of calculation methods of falling dangerous rock stability[J]. Journal of Geotechnical Engineering, 2014, 34(5): 122 − 126. ( in Chinese with English abstract)
    [16]
    张帅,罗永健. 基于Rockfall模拟的高陡岩质建筑边坡孤石滚落防治方法探讨[J]. 广东土木与建筑,2019,26(2):54 − 57. [ZHANG Shuai,LUO Yongjian. Discussion on prevention and control method of rockfalling of high and steep rock slope based on Rockfall simulation[J]. Guangdong Architecture Civil Engineering,2019,26(2):54 − 57. (in Chinese with English abstract)

    ZHANG Shuai, LUO Yongjian. Discussion on prevention and control method of rockfalling of high and steep rock slope based on rocfall simulation[J]. Guangdong Architecture Civil Engineering, 2019, 26(2): 54-57. (in Chinese with English abstract)
    [17]
    陈洪凯, 唐红梅, 叶四桥, 等. 三峡库区危岩发育链式机理及失稳运动路径研究[C]//第八次全国岩石力学与工程学术大会论文集, 2004

    CHEN Hongkai, TANG Hongmei, YE Siqiao, et al. Study on chain mechanism of dangerous rock development and instability movement path in the Three Gorges Reservoir area[C]//Proceedings of the Eighth National Academic Conference on Rock Mechanics and Engineering, 2004. ( in Chinese with English abstract)
    [18]
    刘卫华. 高陡边坡危岩体稳定性、运动特征及防治对策研究[D]. 成都: 成都理工大学, 2008

    LIU Weihua. Study on stability, movement characteristics and countermeasures of potential unstable rock mass in high-steep slope[D]. Chengdu: Chengdu University of Technology, 2008. (in Chinese with English abstract)
  • Related Articles

    [1]Peijun SUN, Aiguo XING, Kun YUAN, Qiankuan WANG, Jiafu SUN, Jiayuan ZANG. Study on rockfall migration and fragmentation characteristics considering initial motion states[J]. The Chinese Journal of Geological Hazard and Control, 2025, 36(4): 26-36. DOI: 10.16031/j.cnki.issn.1003-8035.202404006
    [2]Jianjun ZHAO. 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(3): 9-17. DOI: 10.16031/j.cnki.issn.1003-8035.202401007
    [3]Jingwen WEI, Yong FAN, Guangdong YANG, Shengyong DING, Xianze CUI. Experimental study on migration-deposition characteristics of fine particles in inverse-graded deposits from high-speed long-runout landslides[J]. The Chinese Journal of Geological Hazard and Control. DOI: 10.16031/j.cnki.issn.1003-8035.202502004
    [4]Yuelin TIAN, Gang LUO, Peng ZOU, Longrui ZHANG, Yifan HOU. Study on design method of rockfall retaining pile under rockfall impact[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(3): 88-96. DOI: 10.16031/j.cnki.issn.1003-8035.202304026
    [5]Yuyuan WANG, Youyi ZHANG, Yunjun WANG. 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
    [6]Qi WANG, Yajing HU, Weili SONG, Qichao MU. 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, 2023, 34(1): 75-84. DOI: 10.16031/j.cnki.issn.1003-8035.202112031
    [7]Chenyun KANG. 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. DOI: 10.16031/j.cnki.issn.1003-8035.202203035
    [8]Xiangzhao KONG, Bin LI, Kai HE, Hao LUO, Wenbin CHANG, Aiguo XING. 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. DOI: 10.16031/j.cnki.issn.1003-8035.202109008
    [9]Hongbo XIE, Zhengjiang LIU, Guangchao WEN, Hongqi CHEN, Yunhang YANG. Influencing factors of landslides and rockfalls along the Jinchuan-Xiaojin highway in Sichuan[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(1): 10-17. DOI: 10.16031/j.cnki.issn.1003-8035.2021.01.02
  • Cited by

    Periodical cited type(11)

    1. 郭尚其, 陶悦, 李想, 谢廷勇, 周洁军, 秦胜鹏. 废弃采石场危岩稳定性评价及运动特征分析. 矿产与地质. 2025(04)
    2. 韦海平,杨光树,郑晓军,杨文坚,刘晓丽. 某高铁隧道进口高陡仰坡危岩体稳定性分析. 昆明理工大学学报(自然科学版). 2024(01): 54-64 .
    3. 陈晓刚,李红卫,张乾翼. 重庆某高速公路危岩崩塌变形特征及治理措施. 中国地质灾害与防治学报. 2024(03): 43-51 . 本站查看
    4. 王渝源,张友谊,王云骏. 危岩带稳定性分析与落石轨迹预测——以四川甘孜万岁山为例. 中国地质灾害与防治学报. 2024(03): 12-25 . 本站查看
    5. 李静,张敬,唐忠敏,张顺利,黄克戬. 浅谈危岩体治理多源信息融合及数字移交. 水电站设计. 2024(03): 103-107 .
    6. 王琦,胡亚净,宋伟利,穆启超. 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. 中国地质灾害与防治学报. 2023(01): 75-84 . 本站查看
    7. 柴乃杰,周文梁. 基于优化组合权-模糊可变集的坝基岩体质量分级. 吉林大学学报(地球科学版). 2023(02): 514-525 .
    8. 程什,代贞伟,付小林,张安乐,王鲁琦,张晨阳,杨龙伟,蒋先念. 三峡库区巫溪凤凰山危岩体失稳机理与碎屑流动力学特征. 华南地质. 2023(03): 470-481 .
    9. 张玉广,杨远翔,彭小勇,张国发,吁燃. 基于RocPro3D的特高位危岩体灾变特征及运动规律分析. 交通科技. 2023(06): 91-96 .
    10. 陶永康,罗远才. 边坡柔性防护网系统落石冲击钢结构试验平台稳定性验证. 四川冶金. 2023(06): 14-21 .
    11. 马立龙. 新疆库尔勒铁门关崩塌危岩体稳定性研究. 新疆地质. 2023(04): 597-601 .

    Other cited types(3)

Catalog

    Article views (466) PDF downloads (418) Cited by(14)

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return