• 中国出版政府奖提名奖

    中国百强科技报刊

    湖北出版政府奖

    中国高校百佳科技期刊

    中国最美期刊

    留言板

    尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

    姓名
    邮箱
    手机号码
    标题
    留言内容
    验证码

    滑坡演化的基本属性与研究途径

    唐辉明 李长冬 龚文平 邹宗兴 张永权 张抒 张俊荣

    唐辉明, 李长冬, 龚文平, 邹宗兴, 张永权, 张抒, 张俊荣, 2022. 滑坡演化的基本属性与研究途径. 地球科学, 47(12): 4596-4608. doi: 10.3799/dqkx.2022.461
    引用本文: 唐辉明, 李长冬, 龚文平, 邹宗兴, 张永权, 张抒, 张俊荣, 2022. 滑坡演化的基本属性与研究途径. 地球科学, 47(12): 4596-4608. doi: 10.3799/dqkx.2022.461
    Tang Huiming, Li Changdong, Gong Wenping, Zou Zongxing, Zhang Yongquan, Zhang Shu, Zhang Junrong, 2022. Fundamental Attribute and Research Approach of Landslide Evolution. Earth Science, 47(12): 4596-4608. doi: 10.3799/dqkx.2022.461
    Citation: Tang Huiming, Li Changdong, Gong Wenping, Zou Zongxing, Zhang Yongquan, Zhang Shu, Zhang Junrong, 2022. Fundamental Attribute and Research Approach of Landslide Evolution. Earth Science, 47(12): 4596-4608. doi: 10.3799/dqkx.2022.461

    滑坡演化的基本属性与研究途径

    doi: 10.3799/dqkx.2022.461
    基金项目: 

    国家自然科学基金重大项目 42090050

    详细信息
      作者简介:

      唐辉明(1962-),男,教授,博士生导师,主要从事工程地质、地质灾害预测与防治的科研与教学工作.E-mail:tanghm@cug.edu.cn

    • 中图分类号: P642

    Fundamental Attribute and Research Approach of Landslide Evolution

    • 摘要:

      我国是世界上滑坡地质灾害最严重的国家,重大滑坡防治是国家防灾减灾重大而迫切的战略需求.自然界经历了漫长的演化过程,演化是滑坡的基本属性,是滑坡工程地质研究的重要基础.滑坡演化机理、演化特征的正确认识及其定量表征,是滑坡预测预报和防控研究的关键组成部分.在归纳自然界演化共有特征的基础上,系统阐述了滑坡动力来源、演化形式、孕育模式、演化阶段和演化状态等基本属性;提出多场关联监测是揭示滑坡演化特征的有效手段,介绍了近期取得重要技术突破——滑坡柔性大变形监测技术;提出了演化在重大滑坡预测预报和防治中的应用途径,指出了重大滑坡演化进一步研究的方向.

       

    • 图  1  长江三峡地区阶地与滑坡前缘高程关系

      田陵君等(1996)唐辉明(2015)Tang et al.(2019)

      Fig.  1.  The elevation relationship between the river terrace and landslide's leading edge in the Three Gorges reservoir area

      图  2  渐变型滑坡演化模型

      a.泊松密度函数;b.逻辑斯谛模型;据翁文波(1984)

      Fig.  2.  Evolution model of progressive landslide

      图  3  滑坡代表性孕育模式

      a.顺层缓倾渐进滑移;b.顺层陡倾蠕变溃屈;c.深层顺向蠕变滑移;d.软弱夹层塑流滑脱;e.斜交切层贯通突滑;f.高陡反倾弯折滑移

      Fig.  3.  Representative formation modes of landslide

      图  4  黄土坡滑坡演化阶段示意图(据Deng et al., 2017)

      Fig.  4.  Schema of Huangtupo landslide evolutionary stages(after Deng et al., 2017)

      图  5  滑坡演化阶段的判识方法

      a.工程地质方法; b.多场监测方法; c.数值模拟方法

      Fig.  5.  Identification method of landslide evolution stage

      图  6  滑坡演化阶段判识的性能切换模型

      Fig.  6.  Function switching model for landslide evolution stage identification

      图  7  滑坡多场信息关联监测设备

      Fig.  7.  Multi⁃field information correlation monitoring equipment for landslide

      图  8  滑坡多场动态关联监测体系(据Fang et al., 2022)

      Fig.  8.  Multi⁃field dynamic correlation monitoring system of landslide(after Fang et al., 2022)

      图  9  巴东野外综合试验场监测与试验体系(据Juang, 2021)

      Fig.  9.  Badong in⁃situ comprehensive experimental station and experimental system(after Juang, 2021)

      图  10  滑坡演化关键特征参量时空变化与地质体本构模型间多重映射关系

      Fig.  10.  Multiple mapping relationship between key characteristic parameters spatiotemporal variation of landslide evolution and constitutive model of geological body

      图  11  基于演化全过程模型的滑坡数值预报模式

      Fig.  11.  Landslides numerical prediction mode based on evolutionary global process model

      图  12  根据滑坡演化过程确定防治结构示意图

      Fig.  12.  Schema of prevention structure determination based on landslide evolution process

      图  13  滑坡-刚性悬臂桩体系演化阶段划分

      a.水位波动条件下体系演化阶段划分(据何春灿,2020);b.不同演化阶段桩顶-坡表位移特征(据周昌,2020

      Fig.  13.  Classification of landslide⁃rigid cantilevered stabilizing piles system evolution stages

    • Cascini, L., Calvello, M., Grimaldi, G. M., 2014. Displacement Trends of Slow-Moving Landslides: Classification and Forecasting. Journal of Mountain Science, 11(3): 592-606. https://doi.org/10.1007/s11629⁃013⁃2961⁃5
      Deng, Q. L., Fu, M., Ren, X. W., et al., 2017. Precedent Long⁃Term Gravitational Deformation of Large Scale Landslides in the Three Gorges Reservoir Area, China. Engineering Geology, 221: 170-183. https://doi.org/10.1016/j.enggeo.2017.02.017
      Fang, K., Miao, M. H., Tang, H. M., et al., 2022. Insights into the Deformation and Failure Characteristic of a Slope Due to Excavation through Multi-Field Monitoring: A Model Test. Acta Geotechnica, 1-24. https://doi.org/10.1007/s11440⁃022⁃01627⁃0
      He, C. C., 2020. Evolution Mode and Stability Identification Method of Reservoir Landslide⁃Stabilizing Piles System(Dissertation). China University of Geosciences, Wuhan(in Chinese with English abstract).
      Juang, C. H., 2021. BFTS⁃Engineering Geologists' Field Station to Study Reservoir Landslides. Engineering Geology, 284: 106038. https://doi.org/10.1016/j.enggeo.2021.106038
      Tang, H. M., 2015. Engineering Geological Research on Prediction and Prevention of Slope Geological Hazards. Science Press, Beijing.
      Tang, H. M., Li, C. D., Hu, X. L., et al., 2015a. Deformation Response of the Huangtupo Landslide to Rainfall and the Changing Levels of the Three Gorges Reservoir. Bulletin of Engineering Geology and the Environment, 74(3): 933-942. https://doi.org/10.1007/s10064⁃014⁃0671⁃z
      Tang, H. M., Li, C. D., Hu, X. L., et al., 2015b. Evolution Characteristics of the Huangtupo Landslide Based on In Situ Tunneling and Monitoring. Landslides, 12(3): 511-521. https://doi.org/10.1007/s10346⁃014⁃0500⁃2
      Tang, H. M., Wasowski, J., Juang, C. H., 2019. Geohazards in the Three Gorges Reservoir Area, China—Lessons Learned from Decades of Research. Engineering Geology, 261: 105267. https://doi.org/10.1016/j.enggeo.2019.105267
      Tang, H. M., 2022. Advance and Prospect on Prediction and Forecasting of Major Landslides. Bulletin of Geological Science and Technolog (in press)(in Chinese with English abstract).
      Tian, L. J., Li, P. Z., Luo, Y., 1996. Development History of the Three Gorges Valley of the Yangtze River. Chengdu: Southwest Jiaotong University Press (in Chinese).
      Wang, P. X., Tian, J., Huang, E. Q., et al., 2018. Earth System and Evolution. Science Press, Beijing (in Chinese).
      Weng, W. B., 1984. Fundamentals of Forecasting Theory. Petroleum Industry Press, Beijing (in Chinese).
      Wu, G. S., 2018. The Journey of Science (4th Edition). Hunan Science & Technology Press, Changsha (in Chinese).
      Yan, T. Z., Tang, H. M., 1997. Global Environmental Changes & Engineering Geology. China University of Geosciences Press, Wuhan.
      Yin, H. F., Xu, D. Y., Wu, R. T., 1988. Geological Evolution Catastrophe View. China University of Geosciences Press, Wuhan(in Chinese).
      Zhou, C., 2020. Coordinated Evolution and Mechanism Characteristics of the Reservoir Landslide⁃Stabilizing Piles System(Dissertation). China University of Geosciences, Wuhan(in Chinese with English abstract).
      何春灿, 2020, 水库滑坡-抗滑桩体系演化模式与稳定性判识方法研究(博士学位论文). 武汉: 中国地质大学, 2020.
      唐辉明, 2015. 斜坡地质灾害预测与防治的工程地质研究. 北京: 科学出版社.
      唐辉明, 2022. 重大滑坡预测预报研究进展与展望. 地质科技通报(待刊).
      田陵君, 李平忠, 罗雁, 1996. 长江三峡河谷发育史. 成都: 西南交通大学出版社.
      汪品先, 田军, 黄恩清, 等, 2018. 地球系统与演变. 北京: 科学出版社.
      翁文波, 1984. 预测论基础. 北京: 石油工业出版社.
      吴国盛, 2018. 科学的历程(第4版). 长沙: 湖南科学技术出版社.
      殷鸿福, 徐道一, 吴瑞棠, 1988. 地质演化突变论. 武汉: 中国地质大学出版社
      周昌, 2020. 水库滑坡-悬臂桩体系协同演化规律及其力学特征研究(博士学位论文). 武汉: 中国地质大学.
    • 加载中
    图(13)
    计量
    • 文章访问数:  1847
    • HTML全文浏览量:  828
    • PDF下载量:  285
    • 被引次数: 0
    出版历程
    • 收稿日期:  2022-10-22
    • 网络出版日期:  2023-01-10
    • 刊出日期:  2022-12-25

    目录

      /

      返回文章
      返回