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author:

Ke, Yunbin (Ke, Yunbin.) [1] | Chen, Yanyu (Chen, Yanyu.) [2] | Jiang, Zhenliang (Jiang, Zhenliang.) [3] | Qiu, Yonghui (Qiu, Yonghui.) [4]

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EI

Abstract:

This study developed a discrete element simulation model based on the 2D particle flow code (PFC2D), of which the mesoscopic parameters were calibrated by the indoor experiments, to investigate the rainfall erosion damage of residual soil slope in the intermittently frozen area. It is to be noted that the runoff scouring action was simulated according to the equivalent rainfall method, the soil particles on the slope were given initial velocity, and the water absorption was considered by increasing the unit weight. The results indicated that the scouring action only caused superficial erosion with the main damage region at the foot, regardless of the FT effect. A splitting phenomenon was observed in the lower part of the steeper slope under the FT effect. Moreover, regardless of the FT effect, the gentler slope tended to incur spalling rather than a splitting phenomenon, where the soil particles slid along the structural plane with strong anti-scouring ability. Besides, the gentler slope maintained higher stability and shorter scouring time. Finally, the scouring velocity increased the erosion damage to a large extent. © Copyright © 2021 Ke, Chen, Jiang and Qiu.

Keyword:

Erosion Rain Slope stability Soils Water absorption

Community:

  • [ 1 ] [Ke, Yunbin]School of Civil Engineering and Architecture, Taizhou University, Taizhou, China
  • [ 2 ] [Chen, Yanyu]Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong, China
  • [ 3 ] [Jiang, Zhenliang]Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong, China
  • [ 4 ] [Jiang, Zhenliang]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 5 ] [Qiu, Yonghui]Zijin Mining Group Co., Ltd, Longyan, China

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Frontiers in Materials

Year: 2021

Volume: 8

3 . 9 8 5

JCR@2021

2 . 6 0 0

JCR@2023

ESI HC Threshold:142

JCR Journal Grade:2

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

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Chinese Cited Count:

30 Days PV: 0

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