Simulating the postfailure behavior of the seismically- triggered Chiu-fen-erh-shan landslide using 3DEC
Authors:
- 1 June 2021
- journal article
- research article
- Published by Elsevier in Engineering Geology
- Vol. 287
Abstract
No abstract availableKeywords
Funding Information
- National Cheng Kung University
- Ministry of Education
This publication has 17 references indexed in Scilit:
- New dynamic procedure for back-calculating the shear strength parameters of large landslidesEngineering Geology, 2011
- Dynamic discrete analysis of an earthquake-induced large-scale landslideInternational Journal of Rock Mechanics and Mining Sciences, 2009
- Analyzing the shear strength parameters of the Chiu-fen-erh-shan landslide: integrating strong-motion and GPS data to determine the best-fit accelerogramGPS Solutions, 2008
- Applying discontinuous deformation analysis to assess the constrained area of the unstable Chiu‐fen‐erh‐shan landslide slopeInternational Journal for Numerical and Analytical Methods in Geomechanics, 2006
- Geological and morphological study of the Jiufengershan landslide triggered by the Chi-Chi Taiwan earthquakeGeomorphology, 2005
- Geological and geomorphological precursors of the Chiu-fen-erh-shan landslide triggered by the Chi-chi earthquake in central TaiwanEngineering Geology, 2003
- Ground reaction forces at different speeds of human walking and runningActa Physiologica Scandinavica, 1989
- Formulation of a three-dimensional distinct element model—Part II. Mechanical calculations for motion and interaction of a system composed of many polyhedral blocksInternational Journal of Rock Mechanics and Mining Sciences, 1988
- Formulation of a three-dimensional distinct element model—Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocksInternational Journal of Rock Mechanics and Mining Sciences, 1988
- A discrete numerical model for granular assembliesGéotechnique, 1979