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author:

Chen, Bensheng (Chen, Bensheng.) [1] | Gan, Fei (Gan, Fei.) [2] | Zheng, Gang (Zheng, Gang.) [3] | Zhou, Haizuo (Zhou, Haizuo.) [4] | Wang, Hong (Wang, Hong.) [5] | Bi, Jing (Bi, Jing.) [6] | Liu, Hongwei (Liu, Hongwei.) [7] (Scholars:刘红位) | Huang, Yansen (Huang, Yansen.) [8]

Indexed by:

Scopus SCIE

Abstract:

To explore the deformation patterns and failure mechanism of rock slopes with fault fracture zone induced by over-excavation, an excavation slope project in Wudang District, Guizhou Province was taken as an example. The finite difference method software FLAC3D was utilized to analyze key indicators such as displacement, stress, safety factor, and maximum shear strain increment. Research indicates slope displacement increases with excavation. The gradual exposure of fault fracture zone alters the distribution of displacement along the slope's free surface direction, amplifying the deformation of the rock layers on the slope surface. The stress field formed by excavation is unfavorable to slope stability. In the vicinity of fault fracture zones, stress release is intense, manifesting as tensile stress, with its range gradually expanding as excavation progresses. The peak of maximum shear strain increment primarily exists at the foot of the slope. The exposure of the fault fracture zone promotes the shear strain increments development, forming a continuous sliding surface during over-excavation stage, resulting in arc-shaped shear failure along the fault fracture zone from the slope foot, which is similar to actual failure conditions. The slope safety factor decreases with the progress of excavation. The exposure of fault fracture zone accelerated the rate of decline in slope safety factor, changing from a modest 1.9% to a critical 11.8%. During the over-excavation stage, the slope instability was further exacerbated, with the slope safety factor dropping from 1.12 to 0.95, a decrease of 15.2%, and the slope transitioning from a condition of basic stability to instability. The slope's entire deformation and failure process can be summarized as "unloading deformation - tensile deformation - compression bending deformation - shear failure". The research results can provide theoretical support and guidance for stability analysis, quantitative excavation design, and early warning systems for such slopes in engineering construction.

Keyword:

Deformation patterns Failure mechanism Fault fracture zone Numerical analysis Over-excavation

Community:

  • [ 1 ] [Chen, Bensheng]Guizhou Univ, Coll Civil Engn, Guiyang 550025, Peoples R China
  • [ 2 ] [Gan, Fei]Guizhou Univ, Coll Civil Engn, Guiyang 550025, Peoples R China
  • [ 3 ] [Wang, Hong]Guizhou Univ, Coll Civil Engn, Guiyang 550025, Peoples R China
  • [ 4 ] [Bi, Jing]Guizhou Univ, Coll Civil Engn, Guiyang 550025, Peoples R China
  • [ 5 ] [Huang, Yansen]Guizhou Univ, Coll Civil Engn, Guiyang 550025, Peoples R China
  • [ 6 ] [Zheng, Gang]Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
  • [ 7 ] [Zhou, Haizuo]Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
  • [ 8 ] [Liu, Hongwei]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China

Reprint 's Address:

  • [Gan, Fei]Guizhou Univ, Coll Civil Engn, Guiyang 550025, Peoples R China

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Source :

EARTH SCIENCE INFORMATICS

ISSN: 1865-0473

Year: 2025

Issue: 2

Volume: 18

2 . 7 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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