TY - CONF
T1 - A FEM-DEM framework for progressive modeling of landslides
AU - Hung, Ching
AU - Liu, C. H.
AU - Lin, C. H.
N1 - Funding Information:
This study was, in part, supported by the Young Scholar Fellowship Program of the Ministry of Science and Technology (MOST), Taiwan: 107-236-E-006-003 and the Headquarters of University Advancement at the National Cheng Kung University, sponsored by the Ministry of Education (MOE), Taiwan. The authors appreciate the assistance of the National Research Institute for Earth Science and Disaster Resilience of Japan, the Geospatial Information Authority of Japan, the Geographical Survey Institute of Japan, the Ministry of Home Affairs, Japan, and the Sinotech Engineering Consultant, Inc in providing data.
PY - 2020
Y1 - 2020
N2 - In practical engineering, characteristics of landslides, such as slope stability and influence area, should be carefully studied to facilitate mitigation constructions in regions at risk of landslide hazards. Most mitigation projects in design adopted numerical analyses, specifically in conventional landslide studies; however, if only a single numerical method is used, limitations of only capturing certain characteristics of landslides would result. We establish an effective and practical framework, incorporating finite element method (FEM) and discrete element method (DEM), to quantitatively examine the pre- and post-failure states of progressive landslides essential to help mitigation projects in regions prone to landslide hazards. Two catastrophic landslides are presented to demonstrate the capability of the FEM-DEM framework on progressive landslide examinations, including the Aso-Bridge landslide (coseismic landslide) and the Yanchao landslide (rainfall-induced landslide), both in 2016. In addition, a simpler concept of substituting the FEM, utilizing a limit equilibrium method (LEM), in the pre-failure state of landslides is also introduced. We believe that the concept described in the study will be helpful for practical applications to mitigate landslide hazards.
AB - In practical engineering, characteristics of landslides, such as slope stability and influence area, should be carefully studied to facilitate mitigation constructions in regions at risk of landslide hazards. Most mitigation projects in design adopted numerical analyses, specifically in conventional landslide studies; however, if only a single numerical method is used, limitations of only capturing certain characteristics of landslides would result. We establish an effective and practical framework, incorporating finite element method (FEM) and discrete element method (DEM), to quantitatively examine the pre- and post-failure states of progressive landslides essential to help mitigation projects in regions prone to landslide hazards. Two catastrophic landslides are presented to demonstrate the capability of the FEM-DEM framework on progressive landslide examinations, including the Aso-Bridge landslide (coseismic landslide) and the Yanchao landslide (rainfall-induced landslide), both in 2016. In addition, a simpler concept of substituting the FEM, utilizing a limit equilibrium method (LEM), in the pre-failure state of landslides is also introduced. We believe that the concept described in the study will be helpful for practical applications to mitigate landslide hazards.
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M3 - Paper
AN - SCOPUS:85084945519
T2 - 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
Y2 - 14 October 2019 through 18 October 2019
ER -