Numerical Simulation of the 2017 Xinmo Catastrophic Landslide Considering Entrainment Effect

The mass movement process of the 2017 Xinmo catastrophic landslide was simulated using the discreet element method (DEM). Field investigation indicates that the basal entrainment is a typical feature of this landslide. Hence, the entrained colluvium on the sliding path is considered in the DEM model...

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Main Authors: Qin Chen, Gang Fan, Jia-wen Zhou
Format: Article
Language:English
Published: Frontiers Media S.A. 2020-10-01
Series:Frontiers in Earth Science
Subjects:
Online Access:https://www.frontiersin.org/article/10.3389/feart.2020.537800/full
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spelling doaj-6300ba87984f4a258988d4145eca4a432020-11-25T03:55:08ZengFrontiers Media S.A.Frontiers in Earth Science2296-64632020-10-01810.3389/feart.2020.537800537800Numerical Simulation of the 2017 Xinmo Catastrophic Landslide Considering Entrainment EffectQin Chen0Gang Fan1Jia-wen Zhou2State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, ChinaCollege of Water Resource and Hydropower, Sichuan University, Chengdu, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, ChinaThe mass movement process of the 2017 Xinmo catastrophic landslide was simulated using the discreet element method (DEM). Field investigation indicates that the basal entrainment is a typical feature of this landslide. Hence, the entrained colluvium on the sliding path is considered in the DEM model. According to the terrain elevation data before and after sliding, the slope geometry is divided into three parts: sliding bed, sliding body, and colluvium on the path. The blocks are generated in MATLAB and a fill-remove method has been used to produce the loose colluvium. The key parameter, contact friction angel, which controls the mobility of mass movement, has been obtained through displacement back analysis. The simulated deposit area and main sliding time coincide with actual landslide characteristics. Simulation results indicate that the colluvium is pushed to the bottom of the Songpinggou Valley by the sliding body. The local topography has a significant influence on the sliding direction. Some typical phenomena of substrate entrainment, including frontal plowing, mass spray, shear zones in substrate, thickened substrate, and basal abrasion, are observed in the DEM simulation. During the entrainment process, the frontal plowing, or the thrust, plays an important role in creating the substrate failure compared with basal abrasion. After the failure of the whole colluvium, the magnitude of thrust descends quickly but is still slightly larger than that of shear thrust. Entrainment of dry material on the slope leads to more friction energy consumption and reduces the mobility of mass movement. This work shows a good capability of simulating entrainment of dry materials using a discreet element method and highlights the significance of plowing relative to the basal abrasion under conditions of limited path material supply.https://www.frontiersin.org/article/10.3389/feart.2020.537800/fulllandslidemass movemententrainmentdynamic analysisdiscreet element method
collection DOAJ
language English
format Article
sources DOAJ
author Qin Chen
Gang Fan
Jia-wen Zhou
spellingShingle Qin Chen
Gang Fan
Jia-wen Zhou
Numerical Simulation of the 2017 Xinmo Catastrophic Landslide Considering Entrainment Effect
Frontiers in Earth Science
landslide
mass movement
entrainment
dynamic analysis
discreet element method
author_facet Qin Chen
Gang Fan
Jia-wen Zhou
author_sort Qin Chen
title Numerical Simulation of the 2017 Xinmo Catastrophic Landslide Considering Entrainment Effect
title_short Numerical Simulation of the 2017 Xinmo Catastrophic Landslide Considering Entrainment Effect
title_full Numerical Simulation of the 2017 Xinmo Catastrophic Landslide Considering Entrainment Effect
title_fullStr Numerical Simulation of the 2017 Xinmo Catastrophic Landslide Considering Entrainment Effect
title_full_unstemmed Numerical Simulation of the 2017 Xinmo Catastrophic Landslide Considering Entrainment Effect
title_sort numerical simulation of the 2017 xinmo catastrophic landslide considering entrainment effect
publisher Frontiers Media S.A.
series Frontiers in Earth Science
issn 2296-6463
publishDate 2020-10-01
description The mass movement process of the 2017 Xinmo catastrophic landslide was simulated using the discreet element method (DEM). Field investigation indicates that the basal entrainment is a typical feature of this landslide. Hence, the entrained colluvium on the sliding path is considered in the DEM model. According to the terrain elevation data before and after sliding, the slope geometry is divided into three parts: sliding bed, sliding body, and colluvium on the path. The blocks are generated in MATLAB and a fill-remove method has been used to produce the loose colluvium. The key parameter, contact friction angel, which controls the mobility of mass movement, has been obtained through displacement back analysis. The simulated deposit area and main sliding time coincide with actual landslide characteristics. Simulation results indicate that the colluvium is pushed to the bottom of the Songpinggou Valley by the sliding body. The local topography has a significant influence on the sliding direction. Some typical phenomena of substrate entrainment, including frontal plowing, mass spray, shear zones in substrate, thickened substrate, and basal abrasion, are observed in the DEM simulation. During the entrainment process, the frontal plowing, or the thrust, plays an important role in creating the substrate failure compared with basal abrasion. After the failure of the whole colluvium, the magnitude of thrust descends quickly but is still slightly larger than that of shear thrust. Entrainment of dry material on the slope leads to more friction energy consumption and reduces the mobility of mass movement. This work shows a good capability of simulating entrainment of dry materials using a discreet element method and highlights the significance of plowing relative to the basal abrasion under conditions of limited path material supply.
topic landslide
mass movement
entrainment
dynamic analysis
discreet element method
url https://www.frontiersin.org/article/10.3389/feart.2020.537800/full
work_keys_str_mv AT qinchen numericalsimulationofthe2017xinmocatastrophiclandslideconsideringentrainmenteffect
AT gangfan numericalsimulationofthe2017xinmocatastrophiclandslideconsideringentrainmenteffect
AT jiawenzhou numericalsimulationofthe2017xinmocatastrophiclandslideconsideringentrainmenteffect
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