SPH-based numerical modeling for the post-failure behavior of the landslides triggered by the 2016 Kumamoto earthquake-Reference-Cited by-同舟云学术

SPH-based numerical modeling for the post-failure behavior of the landslides triggered by the 2016 Kumamoto earthquake

Published:2016-11-29 Issue:1 Volume:3 Page:
ISSN:2197-8670
Container-title:Geoenvironmental Disasters
language:en
Short-container-title:Geoenviron Disasters

Author:

Dai Zili,Wang Fawu,Huang Yu,Song Kun,Iio Akinori

Funder

Open Fund of Hubei Key laboratory of Disaster Prevention and Reduction, China (Three Gorges University)

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Management, Monitoring, Policy and Law,Geotechnical Engineering and Engineering Geology,Environmental Science (miscellaneous),Safety, Risk, Reliability and Quality,Geography, Planning and Development

Link

http://link.springer.com/content/pdf/10.1186/s40677-016-0058-5.pdf

Reference34 articles.

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2. Blanc, T., M. Pastor, M. Sanchez, V. Drempetic, and B. Haddad. 2011. Depth integrated modelling of fast landslide propagation. European Journal of Environmental and Civil Engineering 15(SI): 51–72.

3. Cascini, L., S. Cuomo, M. Pastor, G. Sorbino, and L. Piciullo. 2014. SPH run-out modelling of channelised landslides of the flow type. Geomorphology 214: 502–513.

4. Chen, H., and C.F. Lee. 2002. Runout analysis of slurry flows with Bingham model. Journal of Geotechnical and Geoenvironmental Engineering 128(12): 1032–1042.

5. Collins, B.D., and N. Sitar. 2011. Stability of steep slopes in cemented sands. Journal of Geotechnical and Geoenvironmental Engineering 137(1): 43–51.

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