3-D granular simulation on the process of slope failure and collapse

Advanced Materials Research

Volumn 378-379, Issue , 2012, Pages 489-492

  Yang, Bing ^a   Yang, Jun ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Collapse; High speed landslide; Particle flow; Seismic load; Slope failure; Valley shape

Indexed keywords

COLLAPSE; HIGH SPEED LANDSLIDE; PARTICLE FLOW; SEISMIC LOAD; SLOPE FAILURE; VALLEY SHAPE;

ELECTRONICS ENGINEERING; LANDFORMS; LANDSLIDES; MEASUREMENT THEORY; SAFETY ENGINEERING; SEISMOLOGY;

THREE DIMENSIONAL;

EID: 80955133102     PISSN: 10226680     EISSN: None     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMR.378-379.489     Document Type: Conference Paper

References (6)

1. Sassa K, Fukuoka H, Wang FW, Wang GH. Landslides: risk analysis and sustainable disaster management. Germany, Springer (2005), p. 311-325.
2. Chao-Lung Tang, Jyr-Ching Hu, Ming-Lang Lin, Jacques Angelier, Chia-Yu Lu, Yu-Chang Chan, Hao-Tsu Chu: Engineering Geology Vol. 106(2009), p. 1-19.
3. LI Xin-po, HE Si-ming: Journal of Sichuan University (Engineering Science Edition) Vol. 42 Supp. 1(2010), p. 70-75, in Chinese.
4. International Union of Geological Sciences Working Group on Landslide. A suggested method for describing the rate of movement of a landslide. Bulletin of the International Association of Engineering Geology Vol. 52(1995), p. 75-78.
5. Cundall, P. A. and O. D. L. Strack: Geotechnique Vol. 29(1979), p. 47-65.
6. Itasca Consulting Group, Inc. PFC3D theory and background. Minneapolis: Minnesota(1999).