王军义, 梁风, 彭雄武, 等. 2023. 基于GIS技术的单体崩塌危险范围评价方法研究[J]. 工程地质学报, 31(1): 188-198. doi: 10.13544/j.cnki.jeg.2020-567.
    引用本文: 王军义, 梁风, 彭雄武, 等. 2023. 基于GIS技术的单体崩塌危险范围评价方法研究[J]. 工程地质学报, 31(1): 188-198. doi: 10.13544/j.cnki.jeg.2020-567.
    Wang Junyi, Liang Feng, Peng Xiongwu, et al. 2023. Study on assessment method of single collapse risk range based on GIS technology[J]. Journal of Engineering Geology, 31(1): 188-198. doi: 10.13544/j.cnki.jeg.2020-567.
    Citation: Wang Junyi, Liang Feng, Peng Xiongwu, et al. 2023. Study on assessment method of single collapse risk range based on GIS technology[J]. Journal of Engineering Geology, 31(1): 188-198. doi: 10.13544/j.cnki.jeg.2020-567.

    基于GIS技术的单体崩塌危险范围评价方法研究

    STUDY ON ASSESSMENT METHOD OF SINGLE COLLAPSE RISK RANGE BASED ON GIS TECHNOLOGY

    • 摘要: 贵州省内多山地,由于喀斯特地貌特点,崩塌、滑坡等地质灾害发生频繁,是我国地质灾害最严重的省份之一。思南县徐家大塝崩塌历史上曾发生过多次崩塌,现存的危岩体规模大,严重威胁着徐家大塝居民的生命财产安全,开展相应的危险性评估具有紧迫性和必要性。本文通过无人机Lidar技术获取徐家大塝崩塌剔除植被的高精度DEM,并通过三维实景建模技术构建三维地形模型,考虑了落石从两个临空面崩落的情况,选取0.3 m、1.5 m和2.5m 3种典型粒径落石进行随机性数值仿真模拟,获得了3种粒径落石的运动轨迹和动力学特征。选取落石的能量、频率、加速度和弹跳高度4种评价因子对徐家大塝崩塌的危险性进行综合评价。利用熵权法计算各评价因子的权重,基于ArcGIS软件采用空间栅格分析技术将徐家大塝崩塌危险范围划分为4个等级:极高危险区、高危险区、中危险区和低危险区。本文所采用的研究思路和技术方法可为其他单体崩塌灾害危险性评价及范围划分提供参考。

       

      Abstract: There are many mountains in Guizhou Province. Due to the characteristics of karst landforms,collapses,landslides and other geological disasters occur frequently,which is one of the most serious geological disasters in China. There were many collapses in the development process of Xujiadabang collapse in Sinan County. The existing dangerous rock mass is on a large scale and a serious threat to the life and property safety of Xujiadabang residents. So it is urgent and necessary to carry out corresponding risk assessment. In this paper,the high precision DEM of Xujiadabang collapse area after vegetation removal was obtained with UAV Lidar technology. The 3D terrain model was constructed by 3D real scene modeling technology. Considering the situation of rock fall from two empty surfaces,three typical particle sizes of 0.3 m,1.5 m and 2.5 m were selected for random numerical simulation. The motion trajectories and dynamic characteristics of three kinds of particle size were obtained. Four evaluation factors of falling rock energy,frequency,acceleration and bouncing height are selected to comprehensively evaluate the risk of collapse in Xujiadabang. The weight of each evaluation factor is calculated with entropy weight method. The risk range distribution of Xujiadabang collapse is obtained using spatial grid analysis technology based on ArcGIS software. The collapse risk range of Xujiadabang was divided into four grades: extremely high risk area,high risk area,medium risk area and low risk area. The research ideas and technical methods adopted in this paper can provide reference for the risk assessment and scope division of other monomer collapse disasters.

       

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