Dynamic response and dynamic failure mode of the slope subjected to earthquake and rainfall-Reference-Cited by-同舟云学术

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Dynamic response and dynamic failure mode of the slope subjected to earthquake and rainfall

Published:2019-04-30 Issue:8 Volume:16 Page:1467-1482
ISSN:1612-510X
Container-title:Landslides
language:en
Short-container-title:Landslides

Author:

Cao Licong,Zhang Jianjing^ORCID,Wang Zhijia,Liu Feicheng,Liu Yang,Zhou Yongyi

Funder

National Natural Science Foundation of China

State Scholarship Fund of Studying Abroad

Southwest Jiaotong University

National Key Research and Development Plan of China

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10346-019-01179-7.pdf

Reference43 articles.

1. Bhattacharya S, Lombardi D, Dihoru L, Dietz MS, Crewe AJ, Taylor CA (2012) Model container design for soil-structure interaction studies. In: Role of seismic testing facilities in performance-based earthquake engineering. Springer, Dordrecht, pp 135–158

2. Brand L (1957) The Pi theorem of dimensional analysis. Arch Ration Mech Anal 1(1):35–45

3. Capparelli G, Tiranti D (2010) Application of the MoniFLaIR early warning system for rainfall-induced landslides in Piedmont region (Italy). Landslides 7(4):401–410

4. Chang KJ, Taboada A, Lin ML, Chen RF (2005) Analysis of landsliding by earthquake shaking using a block-on-slope thermo-mechanical model: example of Jiufengershan landslide, Central Taiwan. Eng Geol 80(1–2):151–163

5. Cho SE, Lee SR (2002) Evaluation of surficial stability for homogeneous slopes considering rainfall characteristics. J Geotech Geoenviron 128(9):756–763

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