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author:

Que, Yun (Que, Yun.) [1] | Chen, Xianyong (Chen, Xianyong.) [2] | Chen, Yanyu (Chen, Yanyu.) [3] | Jiang, Zhenliang (Jiang, Zhenliang.) [4] | Qiu, Yonghui (Qiu, Yonghui.) [5] | Easa, Said (Easa, Said.) [6]

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EI

Abstract:

Slope stability is generally analyzed by a two-dimensional (2D) method, ignoring the spatial effect (SE), which no longer meets the evaluation accuracy requirement. This problem is particularly prominent for embankments built on double V-shaped gullies (E-DVSG), which is a typical but unique topography in mountainous areas. Moreover, the technical requirements for engineers will increase sharply if a three-dimensional (3D) slope stability calculation method is adopted. To tackle this issue, pragmatically, a dimension-reduced slope stability analysis method (DR-SSAM) considering the SE of the E-DVSG was proposed and verified by a case study. Specifically, the DR-SSAM obtained the 3D safety factor of the E-DVSG by using the spatial effect curves and the safety factor from the 2D model. The results showed that this method was rational and efficient for engineering applications. In addition, the SE generation mechanism and condition, along with the influences resulting from the major factors, were addressed thoroughly. © 2022, Canadian Science Publishing. All rights reserved.

Keyword:

Embankments Finite element method Landforms Safety factor Slope protection Slope stability Topography

Community:

  • [ 1 ] [Que, Yun]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Chen, Xianyong]Fujian Communications Planning & Design Institute Co. Ltd., Fuzhou; 350001, China
  • [ 3 ] [Chen, Yanyu]Department of Civil and Environmental Engineering, The Hong Kong University of Science & Technology, Clear Water Bay, Kowloon, Hong Kong
  • [ 4 ] [Jiang, Zhenliang]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 5 ] [Jiang, Zhenliang]Department of Civil Engineering, Ryerson University, Toronto; ON; M5B 2K3, Canada
  • [ 6 ] [Qiu, Yonghui]Zijin Mining Group Co., Ltd., Longyan; 364204, China
  • [ 7 ] [Easa, Said]Department of Civil Engineering, Ryerson University, Toronto; ON; M5B 2K3, Canada

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Source :

Canadian Journal of Civil Engineering

ISSN: 0315-1468

Year: 2022

Issue: 1

Volume: 49

Page: 52-63

1 . 4

JCR@2022

1 . 2 0 0

JCR@2023

ESI HC Threshold:66

JCR Journal Grade:4

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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