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新生代晚期挤压作用下活动背斜区的构造变形特征及其地震地质灾害效应

杨晓平, 陈杰, 李安, 黄伟亮, 张玲, 杨海波, 胡宗凯, 左玉琦. 2024. 新生代晚期挤压作用下活动背斜区的构造变形特征及其地震地质灾害效应. 地质力学学报, 30(2): 225-241. doi: 10.12090/j.issn.1006-6616.2023136
引用本文: 杨晓平, 陈杰, 李安, 黄伟亮, 张玲, 杨海波, 胡宗凯, 左玉琦. 2024. 新生代晚期挤压作用下活动背斜区的构造变形特征及其地震地质灾害效应. 地质力学学报, 30(2): 225-241. doi: 10.12090/j.issn.1006-6616.2023136
YANG Xiaoping, CHEN Jie, LI An, HUANG Weiliang, ZHANG Ling, YANG Haibo, HU Zongkai, ZUO Yuqi. 2024. Structural deformation characteristics of active anticline and their implications for seismogeological disaster effect under compression setting in the Late Cenozoic. Journal of Geomechanics, 30(2): 225-241. doi: 10.12090/j.issn.1006-6616.2023136
Citation: YANG Xiaoping, CHEN Jie, LI An, HUANG Weiliang, ZHANG Ling, YANG Haibo, HU Zongkai, ZUO Yuqi. 2024. Structural deformation characteristics of active anticline and their implications for seismogeological disaster effect under compression setting in the Late Cenozoic. Journal of Geomechanics, 30(2): 225-241. doi: 10.12090/j.issn.1006-6616.2023136

新生代晚期挤压作用下活动背斜区的构造变形特征及其地震地质灾害效应

  • 基金项目:
    国家自然科学基金面上项目(42072249,41772221,40572126);第二次青藏高原综合科学考察(2019QZKK0901);中国地震局地质研究所基本科研业务专项(IGGEA1704);地震行业科研专项(200808013)
详细信息
    作者简介: 杨晓平(1963—),男,博士,研究员,主要从事活动构造、构造地貌与地震地质灾害理论和应用研究。Email: yangxiaoping-1@163.com
  • 中图分类号: P542; P315

Structural deformation characteristics of active anticline and their implications for seismogeological disaster effect under compression setting in the Late Cenozoic

  • Fund Project: This research is financially supported by the National Natural Science Foundation of China(Grants No.42072249, 41772221 and 40572126), the Second Comprehensive Scientific Investigation on the Tibet Plateau(Grant No.2019QZKK0901), the Special Project of Basic Scientific Research of Institute of Geology, China Earthquake Administration(Grant No.IGGEA1704), and the Special Project on Scientific Research of Earthquake Industry(Grant No.200808013)
  • 活动背斜是第四纪晚期以来在活动挤压构造区域内吸收地壳缩短变形的主要地质构造之一,其是在挤压背景下形成的一个复杂的构造系统,由多种活动构造变形组成。发生在挤压构造区的大地震可以使褶皱相关断层、褶皱陡坎、翼部地形倾斜和地质体缩短等发生同震破裂或地面倾斜,进而引发严重的地震地质灾害,从理论研究和工程抗震两方面均需重视。因此,文章立足现有的逆断层相关褶皱、褶皱侧向扩展等理论,通过典型的主逆冲断层、反冲断层、弯矩断层、弯滑断层、共轭剪切断层和褶皱陡坎等实例,探讨了与褶皱相关的同震活动构造变形对建筑物的影响和破坏作用。研究认为,在强震导致的活动背斜地壳缩短、垂向隆升和侧向扩展过程中,背斜两翼和倾伏端的地面掀斜对重大工程建筑的安全运行构成威胁;同时,区域地壳缩短引发的弯曲变形给跨越活动背斜的重大线状工程造成的潜在地震危险和诱发的地质灾害值得关注。

  • 加载中
  • 图 1  弯滑断层与弯矩断层模型(Yeats,1986Burbank and Anderson, 2011)

    Figure 1. 

    图 2  膝折带迁移作用生成的活动褶皱陡坎几何学模型(Li et al., 2015a)

    Figure 2. 

    图 3  活动背斜的隆升和侧向扩展示意图(据Ramsey et al., 2008修改)

    Figure 3. 

    图 4  塔里木盆地及周边地区活动褶皱分布图

    Figure 4. 

    图 5  哈尔莫敦背斜区的活动断裂分布特征

    Figure 5. 

    图 6  哈尔莫敦背斜区的断层陡坎实测地形剖面(剖面位置见图 5a李安,2010)

    Figure 6. 

    图 7  明尧勒背斜南翼河流阶地与褶皱陡坎分布特征(39°30′41.9″N,75°19′33.6″E;李涛等,2014)

    Figure 7. 

    图 8  活动背斜区的共轭剪切断层

    Figure 8. 

    图 9  活动背斜生长演化与地震地质灾害效应示意图

    Figure 9. 

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出版历程
收稿日期:  2023-08-01
修回日期:  2023-10-08
录用日期:  2024-01-22
网络出版日期:  2024-04-09
刊出日期:  2024-04-28

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