The effect of lateral thrust on the progressive slope failure under excavation and rainfall conditions

被引:1
作者
Yu, Xiang [1 ]
Zhao, Tao [2 ]
Gong, Bin [2 ]
Zhang, Yongjun [3 ]
Tang, Chun'an [1 ]
Luo, Yu [4 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[2] Brunel Univ London, Dept Civil & Environm Engn, London UB8 3PH, England
[3] Qingdao Univ Technol, Sch Civil Engn, Qingdao 266520, Peoples R China
[4] Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu 610041, Peoples R China
基金
英国科研创新办公室;
关键词
Slope failure; Lateral thrust; Multiple failures; Excavation; Rainfall; STABILITY ANALYSIS; SOIL-EROSION; RIVER-BASIN; LANDSLIDE; EARTHQUAKE; BEHAVIOR; HAZARDS; BEDROCK;
D O I
10.1007/s11069-024-06635-9
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Large landslides can involve the multiple failures of regional slopes. To understand the effect of lateral thrust caused by the failure of one slope on its surroundings, the failures of two adjacent highway slopes in Guangdong Province, China, were investigated in detail. The interactive failure processes and landslide morphological characteristics of the two slopes were first analyzed based on the on-site investigation. Then, a plane mechanical model of a large-scale slope was established to evaluate the significant influence of the lateral thrust generated by the west slope acting on the east excavated slope. Furthermore, the extrusion effect of the west slope was modelled under the alternate excavation disturbance and rainfall by transferring the thrust forces onto the interface elements, and the induced failure mechanism and instability mode of the east slope under lateral thrust were reproduced numerically. The results show that the compression-shear failure occurred at the middle and rear slope bodies because of the lateral thrust, which led to the formation of a thrust landslide and the final instability of the east slope.
引用
收藏
页码:10807 / 10833
页数:27
相关论文
共 100 条
[1]   Transient motion of the largest landslide on earth, modulated by hydrological forces [J].
Aslan, Gokhan ;
De Michele, Marcello ;
Raucoules, Daniel ;
Bernardie, Severine ;
Cakir, Ziyadin .
SCIENTIFIC REPORTS, 2021, 11 (01)
[2]  
Bishop A.W., 1959, TEKNISK UKEBLAD, V106, P859
[3]   A New Method for Large-Scale Landslide Classification from Satellite Radar [J].
Burrows, Katy ;
Walters, Richard J. ;
Milledge, David ;
Spaans, Karsten ;
Densmore, Alexander L. .
REMOTE SENSING, 2019, 11 (03)
[4]   Retrogressive Failure of Reservoir Rim Sandy Slopes Induced by Steady-State Seepage Condition [J].
Chandel, Anoopsingh ;
Singh, Mahendra ;
Thakur, Vikas .
INDIAN GEOTECHNICAL JOURNAL, 2021, 51 (04) :705-718
[5]   Numerical investigation on origin and evolution of polygonal cracks on rock surfaces [J].
Chen, Tiantian ;
Foulger, Gillian R. ;
Tang, Chun'an ;
Mathias, Simon A. ;
Gong, Bin .
ENGINEERING GEOLOGY, 2022, 311
[6]   Effects of geological and tectonic characteristics on the earthquake-triggered Daguangbao landslide, China [J].
Cui, Shenghua ;
Pei, Xiangjun ;
Huang, Runqiu .
LANDSLIDES, 2018, 15 (04) :649-667
[7]   An Experimental Investigation on the Progressive Failure of Unsaturated Granular Slopes [J].
Darban, Reza ;
Damiano, Emilia ;
Minardo, Aldo ;
Olivares, Lucio ;
Picarelli, Luciano ;
Zeni, Luigi .
GEOSCIENCES, 2019, 9 (02)
[8]   Process analysis of causes of Luanshigang landslide in the Dadu River, China [J].
Deng, H. ;
Zhong, C. Y. ;
Wu, Lizhou ;
Tu, G. X. .
ENVIRONMENTAL EARTH SCIENCES, 2021, 80 (22)
[9]   Hydrologic-geotechnical modelling of shallow landslide and flood hazards caused by heavy rainfall [J].
Dolojan, Nilo Lemuel J. ;
Moriguchi, Shuji ;
Hashimoto, Masakazu ;
Tinh, Nguyen Xuan ;
Tanaka, Hitoshi ;
Terada, Kenjiro .
ENGINEERING GEOLOGY, 2023, 323
[10]   Identification of the Main Control Factors and Failure Modes for the Failure of Baiyuzui Landslide Control Project [J].
Du, Yi ;
Yan, Echuan ;
Gao, Xu ;
Mwizerwa, Schadrack ;
Yuan, Liwei ;
Zhao, Song .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (05) :3499-3516