Failure history, mechanism, and recent run-out reproduction of the Xinhua Village landslide triggered by the 2022 Ms 6.1 Lushan earthquake

被引:11
作者
Du, Wenjie [1 ,2 ]
Wu, Kai [3 ]
Fu, Xiaodong [1 ,2 ]
Sheng, Qian [1 ,2 ]
Chen, Jian [1 ,2 ,4 ]
Wang, Xing [1 ,2 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[2] Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
[3] Sichuan Highway Planning Survey Design & Res Inst, Chengdu 610041, Sichuan, Peoples R China
[4] CAS HEC, China Pakistan Joint Res Ctr Earth Sci, Islamabad, Pakistan
基金
中国国家自然科学基金;
关键词
Retrogressive shallow landslide; Evolutionary history; Run-out simulation; Earthquake triggering; WENCHUAN EARTHQUAKE; AREA;
D O I
10.1007/s10346-023-02148-x
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
On June 1, 2022, at 17:00, an Ms 6.1 earthquake occurred in Lushan County, Ya'an City, Sichuan Province (30.37 degrees N, 102.94 degrees E), followed by an Ms 4.5 earthquake at 17:03 in Baoxing County, Ya'an City (30.37 degrees N, 102.92 degrees E). These two earthquakes were superimposed on continuous rainfall that began on May 6, 2022, inducing instability in the upper part of the reinforced section at the exit of the Xinhua Village Tunnel, resulting in a large high-altitude landslide. The landslide deposited material around 280 m upstream of the Baoxing Power Station dam, forming a barrier lake and causing the water level in the reservoir to rise by about 5 m. The accumulated material in the river channel is estimated to be about 200,000 m3. The residual landslide buried the tunnel exit and the National Road G351 foundation outside the tunnel, with an estimated volume of about 560,000 m3 and a maximum burial depth of 58 m. The landslide closed the G351 Xinhua Village Tunnel, affecting the operation of this important transportation corridor on the eastern edge of the Qinghai-Tibet Plateau. This research summarizes the development of the Xinhua Village landslide over the past decade under the influences of multiple earthquakes, rainfall, and heavy snow. Our research presents a preliminary investigation of the failure and kinematic characteristics of this landslide based on a field survey, unmanned aerial vehicle (UAV) photogrammetry, and 3D-MPM numerical simulation. These methods provide more detailed information about the movement of the landslide than traditional field investigation.
引用
收藏
页码:2675 / 2693
页数:19
相关论文
共 17 条
[1]   The Wenchuan Earthquake (May 12, 2008), Sichuan Province, China, and resulting geohazards [J].
Cui, Peng ;
Chen, Xiao-Qing ;
Zhu, Ying-Yan ;
Su, Feng-Huan ;
Wei, Fang-Qiang ;
Han, Yong-Shun ;
Liu, Hong-Jiang ;
Zhuang, Jian-Qi .
NATURAL HAZARDS, 2011, 56 (01) :19-36
[2]   Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China [J].
Du, Wenjie ;
Sheng, Qian ;
Fu, Xiaodong ;
Chen, Jian ;
Wei, Pengfei ;
Zhou, Yongqiang .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (03)
[3]   A TPDP-MPM-based approach to understanding the evolution mechanism of landslide-induced disaster chain [J].
Du, Wenjie ;
Sheng, Qian ;
Fu, Xiaodong ;
Chen, Jian ;
Zhou, Yongqiang .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 14 (04) :1200-1209
[4]   Extensions of the two-phase double-point material point method to simulate the landslide-induced surge process [J].
Du, Wenjie ;
Sheng, Qian ;
Fu, Xiaodong ;
Chen, Jian ;
Zhou, Yongqiang .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2021, 133 :362-375
[5]   Earthquake-Induced Chains of Geologic Hazards: Patterns, Mechanisms, and Impacts [J].
Fan, Xuanmei ;
Scaringi, Gianvito ;
Korup, Oliver ;
West, A. Joshua ;
van Westen, Cees J. ;
Tanyas, Hakan ;
Hovius, Niels ;
Hales, Tristram C. ;
Jibson, Randall W. ;
Allstadt, Kate E. ;
Zhang, Limin ;
Evans, Stephen G. ;
Xu, Chong ;
Li, Gen ;
Pei, Xiangjun ;
Xu, Qiang ;
Huang, Runqiu .
REVIEWS OF GEOPHYSICS, 2019, 57 (02) :421-503
[6]   Analysis of landslide stability under seismic action and subsequent rainfall: a case study on the Ganjiazhai giant landslide along the Zhaotong-Qiaojia road during the 2014 Ludian earthquake, Yunnan, China [J].
Fu, Xiaodong ;
Sheng, Qian ;
Li, Guo ;
Zhang, Zhenping ;
Zhou, Yongqiang ;
Du, Yuxiang .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 79 (10) :5229-5248
[7]   Post-earthquake landsliding and long-term impacts in the Wenchuan earthquake area, China [J].
Huang, Runqiu ;
Li, Weile .
ENGINEERING GEOLOGY, 2014, 182 :111-120
[8]   THE IMPORTANCE OF EARTHQUAKE-INDUCED LANDSLIDES TO LONG-TERM SLOPE EROSION AND SLOPE-FAILURE HAZARDS IN SEISMICALLY ACTIVE REGIONS [J].
KEEFER, DK .
GEOMORPHOLOGY, 1994, 10 (1-4) :265-284
[9]  
Lax P. D., 1962, Commun. Pure Appl. Math, V15, P363, DOI DOI 10.1002/CPA.3160150401
[10]   Landslides triggered after the 16 August 2018 Mw 5.1 Molise earthquake (Italy) by a combination of intense rainfalls and seismic shaking [J].
Martino, S. ;
Antonielli, B. ;
Bozzano, F. ;
Caprari, P. ;
Discenza, M. E. ;
Esposito, C. ;
Fiorucci, M. ;
Iannucci, R. ;
Marmoni, G. M. ;
Schiliro, L. .
LANDSLIDES, 2020, 17 (05) :1177-1190