Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6447794 | Engineering Geology | 2015 | 14 Pages |
Abstract
In this paper, the MAM was extended by introducing the movement change that was induced by the so-called trampoline effect of earthquake loading, and the latest practical numerical simulation program, discontinuous deformation analysis (DDA), was used to verify the mobility of earthquake-induced landslides. After a conceptual landslide model was used to verify the effect of seismic loading on the mobility, the Donghekou landslide, which was a typical long run-out landslide that was induced by the 2008 Wenchuan earthquake, was analyzed. The results show that: the seismic loading could be one of the factors that could eventually help increase the run-out of landslides.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Yingbin Zhang, Jinmei Wang, Qiang Xu, Guangqi Chen, John. X Zhao, Lu Zheng, Zheng Han, Pengcheng Yu,