融合贴近摄影和LiDAR技术的危岩体三维模型构建及稳定性分析

成书楼, 张鹏, 黄波林, 王勋, 许凯凯, 董星辰. 融合贴近摄影和LiDAR技术的危岩体三维模型构建及稳定性分析[J]. 水文地质工程地质, 2024, 51(5): 172-181. doi: 10.16030/j.cnki.issn.1000-3665.202305050
引用本文: 成书楼, 张鹏, 黄波林, 王勋, 许凯凯, 董星辰. 融合贴近摄影和LiDAR技术的危岩体三维模型构建及稳定性分析[J]. 水文地质工程地质, 2024, 51(5): 172-181. doi: 10.16030/j.cnki.issn.1000-3665.202305050
CHENG Shulou, ZHANG Peng, HUANG Bolin, WANG Xun, XU Kaikai, DONG Xingchen. Construction of three-dimensional model and stability analysis of dangerous rock mass based on nap-of-the-object photogrammetry and LiDAR technology[J]. Hydrogeology & Engineering Geology, 2024, 51(5): 172-181. doi: 10.16030/j.cnki.issn.1000-3665.202305050
Citation: CHENG Shulou, ZHANG Peng, HUANG Bolin, WANG Xun, XU Kaikai, DONG Xingchen. Construction of three-dimensional model and stability analysis of dangerous rock mass based on nap-of-the-object photogrammetry and LiDAR technology[J]. Hydrogeology & Engineering Geology, 2024, 51(5): 172-181. doi: 10.16030/j.cnki.issn.1000-3665.202305050

融合贴近摄影和LiDAR技术的危岩体三维模型构建及稳定性分析

  • 基金项目: 国家自然科学基金项目(U23A2045);重庆市规划和自然资源局科研项目(KJ-2023046)
详细信息
    作者简介: 成书楼(2000—),男,硕士,主要从事地质灾害防治及遥感识别方面的研究。E-mail:2533201934@qq.com
    通讯作者: 张鹏(1982—),男,博士,副教授,主要从事地质灾害成灾机理与遥感识别方面的研究。E-mail:pzhang@ctgu.edu.cn
  • 中图分类号: P642.21

Construction of three-dimensional model and stability analysis of dangerous rock mass based on nap-of-the-object photogrammetry and LiDAR technology

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  • 高陡危岩崩塌是我国山区常见的一种地质灾害,但由于通行困难等客观因素的限制,导致人工地质勘查工作效率低,安全风险高,存在调查死角。以三峡库区老鼠错3号高陡危岩体为例,融合无人机贴近摄影测量和机载LiDAR技术,建立了高陡危岩体调查分析方法体系。在此基础上,系统构建了老鼠错3号危岩体的三维地质模型,获取了该危岩体工程地质特征。研究显示老鼠错3号危岩体发育有5条控制结构面,软弱层最宽27.30 m,凹腔最深2.19 m,崩塌类型为倾倒式崩塌;危岩体稳定性系数在自然工况下为1.375,处于稳定状态,暴雨工况下为1.01,处于欠稳定状态,需进行治理。结果表明融合贴近摄影和LiDAR技术方法对高陡危岩体调查具有较好的互补性,可为高陡危岩体的非接触式测量、地质信息获取及稳定性分析提供一种新的调查思路,为库区的防灾减灾工作提供一定的技术支撑。

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  • 图 1  工作流程图

    Figure 1. 

    图 2  老鼠错危岩体地理位置图

    Figure 2. 

    图 3  航线规划示意图

    Figure 3. 

    图 4  三维实景模型

    Figure 4. 

    图 5  危岩体概化模型

    Figure 5. 

    图 6  LiDAR点云

    Figure 6. 

    图 7  危岩体侧视图

    Figure 7. 

    图 8  危岩体正视图

    Figure 8. 

    图 9  结构面划分

    Figure 9. 

    图 10  赤平投影图

    Figure 10. 

    图 11  软弱层发育图

    Figure 11. 

    图 12  稳定性计算模式示意图

    Figure 12. 

    表 1  计算工况

    Table 1.  Calculation conditions

    工况 受力情况
    天然工况 自重
    暴雨工况 自重+强降雨
    下载: 导出CSV
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出版历程
收稿日期:  2023-05-29
修回日期:  2023-09-03
录用日期:  2023-09-25
刊出日期:  2024-09-15

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