Impact Evaluation of Excavator Positioning on Open Pit Slope Stability

被引:0
作者
Mikhailov, A.V. [1 ]
Bouguebrine, C. [1 ]
Shibanov, D.A. [1 ]
Bessonov, A.E. [1 ]
机构
[1] Department of Mechanical Engineering, Saint Petersburg Mining University
来源
International Journal of Engineering, Transactions A: Basics | 2025年 / 38卷 / 01期
关键词
Excavator; Non-metallic Material Deposits; Open-pit; Peat; Positioning; Slope Stability;
D O I
10.5829/IJE.2025.38.01A.10
中图分类号
学科分类号
摘要
Several studies have been reported about the importance of excavator positioning on open pit. It is essential to study and evaluate the slope stability of non-metallic deposits to understand how various factors affect it. In this work, the relationship between slope stability and the positioning of excavators in non-metallic deposits (as sand and peat) was investigated in order to increase the safety and efficiency of excavators during excavation processes. A two-stage method is proposed. A model of excavator on the pit slope was designed and imported to ''Rocscience Slide 2D'' software with taking all slope parameters constant, except for the slope angle, excavator positioning on the slope and pressure of excavator on slope (NGP). After that the factor of safety value was collected using the Spencer Method. Moving forward with the Two-Level, Three-Factor Full Factorial Design at the Design Expert software to study the effect of each factor on the response variable (FoS), as well as the effects of interactions between factors. The control of NGP value can reduce slope stability in average of 5 to 30% and slope angle can increase FoS by up to 5 to 15%. The study found that rational excavator positioning can significantly reduce the risk of slope failure and improve the overall productivity of the excavation process in non-metallic material deposits. Furthermore, the information obtained could be useful for the development of excavator artificial intelligence systems to control the excavator positioning on open-pit slope and minimize the effect of factor different factor on slope stability. ©2025 The author(s).
引用
收藏
页码:99 / 107
页数:8
相关论文
共 50 条
  • [21] Numerical investigations of rock bridge effect on open pit slope stability
    C.Romer
    M.Ferentinou
    Journal of Rock Mechanics and Geotechnical Engineering , 2019, (06) : 1184 - 1200
  • [22] Slope Stability Analysis for the Design of a New Lignite Open-Pit Mine
    Bednarczyk, Zbigniew
    ISRM EUROPEAN ROCK MECHANICS SYMPOSIUM EUROCK 2017, 2017, 191 : 51 - 58
  • [23] Deformation monitoring and stability analysis for potential slope of high and steep open pit
    Yu Weijian
    Gao Qian
    Zhang Nong
    Wang Ping
    DISASTER ADVANCES, 2012, 5 (04): : 1474 - 1480
  • [24] Stability evaluation of open-pit mine slope based on Bayesian optimization 1D-CNN
    Lyu, Jinguo
    Hu, Taihong
    Liu, Guangwei
    Cao, Bo
    Wang, Wenqi
    Li, Shixu
    SCIENTIFIC REPORTS, 2024, 14 (01):
  • [25] The Stability of Open-Pit Slope in Permafrost Regions Under Global Warming
    Li, Guofeng
    Li, Ning
    Liu, Naifei
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: ROCK MECHANICS AND ROCK ENGINEERING, 2018, : 375 - 387
  • [26] Assessment of the rock slope stability of Fushun West Open-pit Mine
    Zhang F.
    Yang T.
    Li L.
    Bu J.
    Wang T.
    Xiao P.
    Arabian Journal of Geosciences, 2021, 14 (15)
  • [27] Slope Stability Analysis of Open-Pit Mine Considering Weathering Effects
    Liu, Wei
    Sheng, Gang
    Kang, Xin
    Yang, Min
    Li, Danqi
    Wu, Saisai
    APPLIED SCIENCES-BASEL, 2024, 14 (18):
  • [28] Calculating theory of slope stability influenced by combined underground and open pit extraction
    Sun, S. G.
    Ran, Q. F.
    Wu, D. L.
    Zhu, J. C.
    Duan, W. G.
    Feng, S. J.
    GEOSYNTHETICS IN CIVIL AND ENVIRONMENTAL ENGINEERING, 2008, : 839 - +
  • [29] Groundwater Flow Modeling and Slope Stability Analysis for Deepening of Mae Moh Open Pit Lignite Mine
    Dassanayake, A. B. N.
    Phien-Wej, N.
    Giao, P. H.
    GEOTECHNICAL ENGINEERING, 2016, 47 (03): : 101 - 115
  • [30] Stability Grade Evaluation of Slope with Soft Rock Formation in Open-Pit Mine Based on Modified Cloud Model
    Wu, Gongyong
    Nie, Xingxin
    Zhang, Xin
    Yang, Ming
    Shi, Guangbin
    SUSTAINABILITY, 2024, 16 (11)