Journal
LANDSLIDES
Volume 14, Issue 2, Pages 719-726Publisher
SPRINGER HEIDELBERG
DOI: 10.1007/s10346-016-0770-y
Keywords
Landslide run-out prediction; Failure mechanism analysis; Discrete element method (DEM); The henggang deposit
Funding
- National Key Technology R&D Program of China [2013BAB06B00]
- National Natural Science Foundation of China [50911130366, 51309089]
- Fundamental Research Funds for the Central Universities of China [KYLX_0441]
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Due to the intensive rainfalls in October 2008 and the heavy snowfalls in February 2009, the Zhenggang deposit exhibited a high probability of landslide reactivation. A good understanding in landslide run-out prediction and failure mechanism analysis was thus highly urgent. In this study, the landslide dynamic simulations were performed for studying the run-out prediction and the failure mechanism of the Zhenggang deposit. The impacts of the friction coefficient at sliding surface and the contact damping ratio on landslide run-out were investigated. The potential improvement of the proposed landslide run-out modeling was discussed.
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