Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (9): 3585-3592.doi: 10.16285/j.rsm.2018.1197

• Geotechnical Engineering • Previous Articles     Next Articles

Forecast analysis and application of stepwise deformation of landslide induced by rainfall

HUANG Xiao-hu1, 2, 3, LEI De-xin1, 2, 3, XIA Jun-bao4, YI Wu1, 2, 3, ZHANG Peng1, 2, 3   

  1. 1. Key Laboratory of Disaster Prevention and Mitigation of Hubei Province, China Three Gorges University, Yichang, Hubei 443002, China; 2. Collaborative Innovation Center for Geohazard and Ecoenvironment in Three Gorges Area, Yichang, Hubei 443002, China; 3. National Field Observation and Research Station of Landslide in Three Gorges Reservoir Area of Yangtze River, China Three Gorges University, Yichang, Hubei 443002, China; 4. Xingshan Bureau of Land and Resources, Yichang, Hubei 443711, China
  • Received:2018-07-05 Online:2019-09-10 Published:2019-09-06
  • Supported by:
    This work was supported by the National Natural Science Foundation for Youths (41502291), the Open Fund of Hubei Key Laboratory of Disaster Prevention and Mitigation ,China Three Gorges University (2018KJZ05, 2017KJZ05).

Abstract: After the landslide enters the creep deformation stage, it is usually difficult to carry out the investigation and management of the landslide in a timely manner. A reasonable early warning system becomes an important means for effectively reducing landslide hazards. This paper first determined that the key early warning criteria for stepwise landslide induced by rainfall: previous rainfall, current rainfall, and displacement rate. Moreover, one rainfall process is introduced to define the rainfall interval for landslide monitoring, and the warning process is divided into two modes of the previous-current rainfall and the current rainfall. Then the least squares method is used to define the failure inflection point and the stability inflection point on the displacement deformation curve of the stepwise landslide. Thus, the deformation acceleration interval of the landslide is determined to solve the previous rainfall, the current rainfall and the displacement rate threshold. Finally, taking the Wangjiapo landslide as an example, this paper designs the five-level progressive early warning system under two modes. The results show that: (1) the time interval of a rainfall process constituted by the previous rainfall and the current rainfall is 7 days; (2) the displacement rate threshold of Wangjiapo landslide is 20 mm/d; (3) in the mode of the previous-current rainfall, the previous rainfall threshold and the current rainfall threshold of the Wangjiapo landslide are 10 mm and 15 mm, respectively, and the rainfall threshold of the Wangjiapo landslide under the current rainfall mode is 25 mm.

Key words: ‘stepwise’ landslide, one rainfall process, threshold value, early warning system

CLC Number: 

  • TU 433
[1] HAN Li-jun ,WANG Yan-ning ,JIANG Bin-song ,ZHANG Hou-quan ,ZONG Yi-jiang. Experiment study of argillaceous sandstone creep characteristics and anchoring control effect [J]. , 2012, 33(1): 65-72.
[2] HU Wei,HAN Jian-gang,LI Guang-fan. A simplified stress-strain relationship of saturated soil based on structure’s evolution [J]. , 2011, 32(9): 2651-2655.
[3] CAO Wen-gui,ZHAO Heng,ZHANG Yong-jie,ZHANG Ling. Strain softening and hardening damage constitutive model for rock considering effect of volume change and its parameters determination method [J]. , 2011, 32(3): 647-654.
[4] WAN Lin-hui,CAO Ping,HUANG Yong-heng,WANG Yi-xian. Study of subcritical crack growth of rocks and threshold values in different environments [J]. , 2010, 31(9): 2737-2742.
[5] HUO Ming,CHEN Jian-bing,ZHU Dong-peng,ZHANG Jin-zhao. Study of early warning on roadbed diseases of Qinghai-Tibet highway in permafrost regions [J]. , 2010, 31(1): 331-336.
[6] ZHANG Chun-hui, ZHAO Quan-sheng. Early warning system of mining subsidence damage based on ARCGIS [J]. , 2009, 30(7): 2197-2202.
[7] ZHANG Gui-rong , YIN Kun-long , LIU Li-ling , XIE Jian-ming , DU Hui-liang, . A real-time regional geological hazard warning system in terms of WEBGIS and rainfall [J]. , 2005, 26(8): 1312-1317.
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