Simulating the process of reservoir-impoundment-induced landslide using the extended DDA method-Reference-Cited by-同舟云学术

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Simulating the process of reservoir-impoundment-induced landslide using the extended DDA method

Published:2014-11 Issue: Volume:182 Page:37-48
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Jiao Yu-Yong,Zhang Huan-Qiang,Tang Hui-Ming,Zhang Xiu-Li,Adoko Amoussou Coffi,Tian Hu-Nan

Funder

National Basic Research Program (973 Program) of China

National Natural Science Foundation of China

Key Research Program of the Chinese Academy of Sciences

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference27 articles.

1. Nodal-based three-dimensional discontinuous deformation analysis (3-D DDA);Beyabanaki;Comput. Geotech.,2009

2. Three-dimensional discontinuous deformation analysis (3-D DDA) using a new contact resolution algorithm;Beyabanaki;Comput. Geotech.,2008

3. Analysis and modeling of slope stability in the Three-Gorges Dam reservoir (China) — the case of Huangtupo landslide;Cojean;J. Mt. Sci.,2011

4. A large landslide in Zigui County, Three Gorges area;Dai;Can. Geotech. J.,2004

5. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements;Hillerborg;Cem. Concr. Res.,1976

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