Inducing factors and deformation mechanism of the Zhangjiacitang landslide in the Three Gorges Reservoir Area

被引:3
|
作者
Chen, Hongyu [1 ,2 ]
Zou, Jianhua [1 ,2 ]
Wang, Xinghua [1 ,2 ]
Lv, Peng [3 ]
Tan, Zefu [1 ,2 ]
Cheng, Longfei [1 ,2 ]
Wei, Qiang [4 ]
机构
[1] Chongqing Three Gorges Univ, Sustainable Dev Ctr Three Gorges Reservoir Area, Chongqing 404020, Peoples R China
[2] Chongqing Three Gorges Univ, Sch Civil Engn, Chongqing 404020, Peoples R China
[3] Sichuan Geol Environm Survey & Res Ctr, Chengdu 610081, Peoples R China
[4] Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, Beijing 100101, Peoples R China
关键词
BAIJIABAO LANDSLIDE; RAINFALL; WATER;
D O I
10.1038/s41598-023-40186-6
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Landslides are the most widely distributed geological hazards in the Three Gorges Reservoir Area (TGRA). Understanding the deformation mechanism and evolution of landslides is of great significance for their prevention and control. In this study, we focused on the Zhangjiacitang landslide, a typical bank landslide in the TGRA. We analyzed the relationship between landslide deformation and water level fluctuations and rainfall, based on accumulated displacement monitoring data, to clarify their triggering factors and deformation mechanism. The results show that the Zhangjiacitang landslide is a large-scale accumulation landslide. Under the influence of cyclic water level fluctuations and periodic rainfall, the accumulated displacement-time curve shows a "stepped" characteristic. Heavy rainfall emerged as the primary factor influencing the deformation of the Zhangjiacitang landslide, leading to substantial deformation throughout different periods. The deformation of the landslide exhibited a positive correlation with the intensity of rainfall. In contrast, the impact of water level changes on the landslide deformation was more intricate. A rapid water level drop (> 0.3 m/d) tended to intensify the landslide deformation, while the slow water level drop period (< 0.3 m/d) did not exhibit such an effect. This study emphasizes the need for closely monitoring the landslide status during heavy rainfall periods and rapid water level decline periods. The findings of this study provide a certain reference for landslide monitoring, early warning, prevention and control in the TGRA.
引用
收藏
页数:14
相关论文
共 50 条
  • [41] Rainfall infiltration model of Huangtupo landslide in Three Gorges Reservoir area
    Jian, Wen-Xing
    Xu, Qiang
    Tong, Long-Yun
    Yantu Lixue/Rock and Soil Mechanics, 2013, 34 (12): : 3527 - 3533
  • [42] Stability Analysis of the Shiliushubao Landslide Based on Deformation Characteristics and External Trigger Factors in the Three Gorges Reservoir
    Luo, Guilin
    Ren, Guangming
    Bao, Xiaojun
    Yang, Xili
    Liu, Teng
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [43] Mechanical Mechanism Analysis for Qianjiangping Landslide Damage on Three Gorges Reservoir
    Feng Qiang
    Xiao Shirong
    MECHANICAL PROPERTIES OF MATERIALS AND INFORMATION TECHNOLOGY, 2012, 340 : 126 - 129
  • [44] Mechanism and failure process of Qianjiangping landslide in the Three Gorges Reservoir, China
    Jian, Wenxing
    Xu, Qiang
    Yang, Hufeng
    Wang, Fawu
    ENVIRONMENTAL EARTH SCIENCES, 2014, 72 (08) : 2999 - 3013
  • [45] Mechanism and failure process of Qianjiangping landslide in the Three Gorges Reservoir, China
    Wenxing Jian
    Qiang Xu
    Hufeng Yang
    Fawu Wang
    Environmental Earth Sciences, 2014, 72 : 2999 - 3013
  • [46] Recognition and Genetic Mechanism of Sanmashan Deep-Seated Landslide, Three Gorges Reservoir Area, China
    Tang, Minggao
    Xu, Qiang
    Huang, Xuebin
    Xu, Kaixiang
    Cheng, Wenming
    Wang, Kai
    ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 2: LANDSLIDE PROCESSES, 2015, : 587 - 591
  • [47] Hydrodynamic Change and Failure Mechanism of Qianjiangping Landslide, the Three Gorges Reservoir
    Wei, Jinbing
    Zheng, Hongchun
    Cui, Yulong
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 1938 - 1943
  • [48] Simulation and mechanism analysis on crustal vertically deformation in Three Gorges reservoir area under the condition of reservoir impoundment
    Hu, Teng
    Du, Ruilin
    Zhang, Zhenhua
    Wu, Yue
    Wuhan Daxue Xuebao (Xinxi Kexue Ban)/ Geomatics and Information Science of Wuhan University, 2010, 35 (01): : 33 - 36
  • [49] Deformation characteristics and failure mode of the Zhujiadian landslide in the Three Gorges Reservoir, China
    Xinli Hu
    Ming Zhang
    Miaojun Sun
    Kaixiang Huang
    Youjian Song
    Bulletin of Engineering Geology and the Environment, 2015, 74 : 1 - 12
  • [50] Deformation response of the Huangtupo landslide to rainfall and the changing levels of the Three Gorges Reservoir
    Tang, Huiming
    Li, Changdong
    Hu, Xinli
    Wang, Liangqing
    Criss, Robert
    Su, Aijun
    Wu, Yiping
    Xiong, Chengren
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2015, 74 (03) : 933 - 942