Experimental and numerical analysis on the responses of slope under rainfall

被引:11
作者
Lu, X. B. [1 ]
Ye, T. L. [1 ]
Zhang, X. H. [1 ]
Cui, P. [2 ]
Hu, K. H. [2 ]
机构
[1] Chinese Acad Sci, Inst Mech, Beijing 100084, Peoples R China
[2] Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu 610041, Peoples R China
关键词
Debris flow; Landslide; Initiation of debris flow; Rainfall; DEBRIS-FLOW; SATURATED SAND; WATER FILM; SOIL; INITIATION; LANDSLIDES; MECHANISM; FAILURE;
D O I
10.1007/s11069-012-0277-3
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Rainfall is an important factor to trigger the slope failure such as landslides and debris flows. First, the relationship between rainfall duration with the initiation of debris flow and rainfall intensity was mainly studied by the series tests in a box model. Then, the rainfall induced responses of slopes and the initiation of slope failure were simulated by using the software FLAC2D based on the soil parameters in Weijia Gully, Beichuan County, Sichuan Province. The effects of the slope angle, rainfall intensity, soil parameters on the development of the stress, and pore pressure in the soil of the slope were analyzed. It indicates that largest displacements in the slope are mainly located near the toe. With the increase of the rainfall intensity, the effective stress in the slope decreases and the displacement increases.
引用
收藏
页码:887 / 902
页数:16
相关论文
共 50 条
[31]   Rainfall infiltration and slope stability of alpine colluvial terraces subject to storms (NE Italy) [J].
Paronuzzi, Paolo ;
Bolla, Alberto .
ENGINEERING GEOLOGY, 2023, 323
[32]   Centrifuge modelling of clay slope with montmorillonite weak layer under rainfall conditions [J].
Wang, Rui ;
Zhang, Ga ;
Zhang, Jian-Min .
APPLIED CLAY SCIENCE, 2010, 50 (03) :386-394
[33]   Post Evaluation of Slope Cutting on Loess Slopes under Long-Term Rainfall Based on a Model Test [J].
Liu, Guodong ;
Zhou, Zhijun ;
Xu, Shiqiang ;
Cheng, Yuanmeng .
SUSTAINABILITY, 2022, 14 (23)
[34]   Numerical investigation of rainfall intensity and duration control of rainfall-induced landslide at a specific slope using slope case histories and actual rainfall records [J].
Liu, Xin ;
Wang, Yu ;
Leung, Anthony Kwan .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (08)
[35]   Analysis of the slope stability in the heavy rainfall condition [J].
Bian, Jingsheng ;
Bian, Chaosheng ;
Zhu, Zhiming .
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 :8-11
[36]   Centrifugal modeling and numerical simulation on stability of reservoir bank accumulation slope caused by heavy rainfall [J].
Chen Lei ;
Zhang Qiang ;
Jia Chao-jun ;
Lei Ming-feng ;
Huang Juan ;
Hu Jing .
ROCK AND SOIL MECHANICS, 2024, 45 (05) :1423-1434
[37]   Seepage and Stability Analysis of Fissured Expansive Soil Slope Under Rainfall [J].
Hou, Dinggui ;
Zhou, Yunying ;
Zheng, Xinyu .
INDIAN GEOTECHNICAL JOURNAL, 2023, 53 (01) :180-195
[38]   Analysis of soil slope's transient stability under intensive rainfall [J].
Wu Chang-fu ;
Zhu Xiang-rong ;
Yin Xiao-tao ;
Liu Xue-mei .
ROCK AND SOIL MECHANICS, 2008, 29 (02) :386-391
[39]   Stability Analysis of a Transmission Line Tower and Slope under Heavy Rainfall [J].
Wu, Zigui ;
Huang, Chuansheng ;
Hao, Shuren ;
Li, Junyi ;
Miao, Li ;
Zhang, Tongyuan .
WATER, 2023, 15 (20)
[40]   Numerical analysis of multiple slope failure due to rainfall: Based on laboratory experiments [J].
Regmi, Ram Krishna ;
Jung, Kwansue ;
Nakagawa, Hajime ;
Do, Xuan Khanh ;
Mishra, Binaya Kumar .
CATENA, 2017, 150 :173-191