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Study on Slope Failure Behavior in Granite Residual Soil Using the Discrete Element Method
更新时间：2025-10-11

    • Study on Slope Failure Behavior in Granite Residual Soil Using the Discrete Element Method

    • “In the field of geological engineering, experts have revealed the instability mechanism of granite residual soil embankments through discrete element models, providing new ideas for preventing slope disasters.”
    • Advanced Engineering Sciences   Pages: 1-14(2025)

    • DOI：10.12454/j.jsuese.202500498    

      CLC： U416.1

    • Received：30 June 2025，

      Published Online：28 September 2025，

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  • TONG Lihong,LI Xiaoyang,LI Yongwei.Study on Slope Failure Behavior in Granite Residual Soil Using the Discrete Element Method[J].Advanced Engineering Sciences, DOI：10.12454/j.jsuese.202500498.XXXX,XX(XX):1‒14.

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Related Author

Yuzhang NIU
Chang CHEN
Ran AN
Zongji YANG
Lizhou WU
Siming HE
Enlong LIU
Xiaoqin LEI

Related Institution

School of Urban Construction, Wuhan Univ. of Sci. and Technol.
State Key Lab. of Geomechanics and Geotechnical Eng., Inst. of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Water Resource & Hydropower, Sichuan Univ.
Inst. of Mountain Hazards and Environment, CAS
State Key Lab. of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technol.
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