Stability analysis and reinforcement scheme optimization of large open ending slope

被引：0
|
作者：
Lu, Hongjian [1 ]
Gao, Yongtao [2 ]
机构：
[1] Hebei Province Key Laboratory of Mining Development and Safety Technique, College of Mine Engineering, North China University of Science and Technology, Tangshan,063000, China
[2] School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing,100083, China
来源：
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2015年 / 46卷 / 05期
关键词：
Numerical methods - Rocks - Finite element method - Rock mechanics - Open pit mining - Slope stability;
D O I：
10.11817/j.issn.1672-7207.2015.05.029
中图分类号：
学科分类号：
摘要：
Based on orthogonal experiment, finite element and RBF neural network theory, the inversion model of the mechanics parameters of surface slope rock mass was established, and the analysis method about mechanics parameters of surface slope rock mass was formed. Due to the creation of surface slope 3D stability analysis model based on the large numerical calculation platform such as MIDAS/GTS, the stability analysis method about surface slope was formed. Based on typical mines, a feasible reinforcement project was put forward after the analysis of final surface slope rock mass mechanics parameters and slope analysis, and feasible reinforcement measures were provided through numerical calculation analysis and economical effect evaluation. The results show that the method provides reference for similar engineering study. ©, 2015, Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology). All right reserved.
引用
收藏
页码：1786 / 1798
相关论文
共 50 条
  • [41] Study on reinforcement method for seismic slope stability
    Fukumasa, T
    Murakami, H
    Nishihara, R
    Kimura, H
    Yamaura, M
    Darbar, SR
    LANDMARKS IN EARTH REINFORCEMENT, VOL 1, 2001, : 659 - 662
  • [42] Root Reinforcement in Slope Stability Models: A Review
    Masi, Elena Benedetta
    Segoni, Samuele
    Tofani, Veronica
    GEOSCIENCES, 2021, 11 (05)
  • [43] Effect of mechanical properties of reinforcement on slope stability
    Ohtsuka, S
    Yamada, E
    Matsuo, M
    GROUND IMPROVEMENT GEOSYSTEMS: DENSIFICATION AND REINFORCEMENT, 1997, : 315 - 321
  • [44] Effect of steel bars reinforcement on slope stability
    Dept. of Civil Eng., Kansai Univ., Yamate-cho, Suita, 564, Japan
    Zairyo, 2 (140-143):
  • [45] Modified particle swarm optimization for probabilistic slope stability analysis
    Khajehzadeh, Mohammad
    El-Shafie, Ahmed
    Taha, Mohd Raihan
    INTERNATIONAL JOURNAL OF THE PHYSICAL SCIENCES, 2010, 5 (15): : 2248 - 2258
  • [46] Improved radial movement optimization algorithm for slope stability analysis
    Pan Zhuo-fu
    Jin Liang-xing
    Chen Wen-sheng
    ROCK AND SOIL MECHANICS, 2016, 37 (07) : 2079 - 2084
  • [47] Global optimization method of the slice method for slope stability analysis
    Zou, Guang-Dian
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2002, 24 (03):
  • [48] Deformation and Stability Analysis of Large Slope Based on ADINA Software
    Yuan, Baoyuan
    Pan, Weifan
    Wang, Qi
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 1047 - 1050
  • [49] Analysis of deformation stability on Longbeiwan low diversion tunnel entrance slope and reinforcement
    Li, Yi
    Chen, Yifeng
    Zhou, Song
    Zhou, Chuangbing
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2013, 44 (07): : 2958 - 2964
  • [50] Development of limit equilibrium method as optimization in slope stability analysis
    Mendjel, D.
    Messast, S.
    STRUCTURAL ENGINEERING AND MECHANICS, 2012, 41 (03) : 339 - 348
12345