A study on the debris flow-induced impact force on check dam with- and without-entrainment

The magnitude of debris-flow impact force with soil layer entrainment was analyzed using a coupled Eulerian-Lagrangian (CEL) technique in ABAQUS. To consider the entrainment of the soil layer, the shear strength of the soil layer was changed from a solid-state to a fluid state according to the devia...

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Bibliographic Details
Main Authors: Lee, Kwangwoo, Kim, Yongmin, Ko, Junyoung, Jeong, Sangseom
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2021
Subjects:
Online Access:https://hdl.handle.net/10356/151671