Study of shaking table test of seismic subsidence loess landslides induced by the coupling effect of earthquakes and rainfall

Author:

Pu XiaowuORCID,Wang Lanmin,Wang Ping,Chai Shaofeng

Funder

Gansu Science and Technology Department

Institute of Earthquake Forecasting, CEA

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Reference27 articles.

1. Chen Y, Shi Y (2006) Basic characteristics of seismic landslides in the loess region of Northwest China. Seism Stud 03:276–280

2. Deng L, Fan W (2013) Deformation and failure characteristics and development mechanism of loess landslide induced by Haiyuan M8.5 earthquake in Ningxia. Disaster Sci 03:30–37

3. Deng J, Wang L, Zhang Z et al (2013) The china loess microstructure types and its seismic subsidengc zones diviede. China Earthq Emgomeeromg J 35(3):664–670 (in Chinese)

4. Faris F, Fawu W (2014) Investigation of the initiation mechanism of an earthquake-induced landslide during rainfall: a case study of the Tandikat landslide, West Sumatra, Indonesia. Geoenviron Disasters 1:1–4

5. Gao G (1994) The formation of collapsible properties of loess in China. J Nanjing Univ Archit Eng 2:1–8 (in Chinese)

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