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断裂影响带及其无人机识别技术

陈泽邦, 云龙, 王驹, 田霄. 2025. 断裂影响带及其无人机识别技术. 地质力学学报, 31(3): 427-443. doi: 10.12090/j.issn.1006-6616.2024089
引用本文: 陈泽邦, 云龙, 王驹, 田霄. 2025. 断裂影响带及其无人机识别技术. 地质力学学报, 31(3): 427-443. doi: 10.12090/j.issn.1006-6616.2024089
CHEN Zebang, YUN Long, WANG Ju, TIAN Xiao. 2025. Fault damage zone and its unmanned aerial vehicle identification technology. Journal of Geomechanics, 31(3): 427-443. doi: 10.12090/j.issn.1006-6616.2024089
Citation: CHEN Zebang, YUN Long, WANG Ju, TIAN Xiao. 2025. Fault damage zone and its unmanned aerial vehicle identification technology. Journal of Geomechanics, 31(3): 427-443. doi: 10.12090/j.issn.1006-6616.2024089

断裂影响带及其无人机识别技术

  • 基金项目: 国防科工局放废处置项目(FZ2101-6);国家自然科学基金项目(U2344215,4171101029,41761144071)
详细信息
    作者简介: 陈泽邦(2000—),男,在读硕士,主要从事无人机航测及在构造单元特征识别方面的研究。Email:chen_zebang@163.com
    通讯作者: 云龙(1985—),男,博士,正高级工程师,主要从事活动构造、高放废物地质处置库选址。Email:yunlneotectonic@126.com
  • 中图分类号: P542;P231

Fault damage zone and its unmanned aerial vehicle identification technology

  • Fund Project: This research is financially supported by the Radioactive Waste Disposal Project of the State Administration of Science, Technology and Industry for National Defense (Grant No. FZ2101-6) and the National Natural Science Foundation of China (Grant Nos. U2344215, 4171101029, and 41761144071)
More Information
  • 断裂及其影响带作为构造地质学中基本的构造单元之一,在揭示区域构造演化规律、探究断裂构造演化特征、指示地下流体运移路径、评价重大工程岩体稳定性等方面具有重要的研究和工程意义。然而,传统研究方法多依赖人工编录获取断裂及周边的节理构造信息,存在着效率低下、易受复杂地形限制等问题。近年新兴起的无人机航测技术很好地弥补了传统方法中的不足,该方法集数据采集、地形测绘和动态监测为一体,其生成的高分辨率数字模型和影像能更有效地减少野外工作量、更直观地展现地貌特征、更方便地提取构造信息。为了更好地将该方法推广至构造地质和地质工程等领域,尤其是断裂及影响带这一研究方向,在大量文献调研的基础上,针对不同的应用场景对现有研究进行了分类和比较。详细论述了无人机航测技术的基本原理、断裂影响带的定义及伴生构造,列举了目前应用较多的关于断裂影响带范围、构造特征的识别方法,归纳整理了部分无人机航测技术在断裂影响带研究中的应用场景。总的来说,目前无人机航测技术在断裂及其影响带的研究中已经有了广泛的应用,且能够满足不同的研究需求,但其在前端(构造信息拾取)和后端(构造信息解译)中还存在尚未解决的问题,在未来仍然拥有广阔的应用和发展空间。

  • 加载中
  • 图 1  断裂影响带位置示意图(据Choi et al.,2016修改)

    Figure 1. 

    图 2  断裂影响带分类示意图(据Kim et al.,2004修改)

    Figure 2. 

    图 3  端部影响带伴生构造(据Kim et al.,2004修改)

    Figure 3. 

    图 4  断裂阶区伴生构造的示意图(据Kim et al.,2003修改)

    Figure 4. 

    图 5  主断裂影响带伴生构造(据许顺山等,2017修改)

    Figure 5. 

    图 6  圆形测窗示意图(况杰等,2018

    Figure 6. 

    图 7  节理不同交切模式与断裂位置关系

    Figure 7. 

    图 8  根据节理线密度累计频率计算影响带范围(据Choi et al.,2016修改)

    Figure 8. 

    图 9  2种无人机航测原理示意图

    Figure 9. 

    图 10  根据节理线密度分析断裂影响带宽度(据雷光伟等,2016;张培兴等,2021修改)

    Figure 10. 

    图 11  识别冲沟水平位错(据熊保颂和李雪,2020修改)

    Figure 11. 

    图 12  地表破裂及冲沟水平位错识别(据张志文等,2021;李东臣等,2022修改)

    Figure 12. 

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