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Slope reinforcement design based on GeoStudio and FLAC3D

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Slope stability of open pit mines has been a hot issue of economic and safety concern. In order to reduce the accidental casualties caused by slope instability, targeted reinforcement solutions should be proposed for them. In this paper, GeoStudio and FLAC3D software were used to model the slope an open pit mine. The safety factors of the slope under natural, rainfall and seismic conditions are analyzed in turn. Additionally, the safety factors derived from different algorithms are compared to mutually verify the reliability of the slope stability analysis. Two sets of reinforcement design solutions – anchor rod and anti-slip pile – are proposed. Then, the two solutions are optimized so that the safety factors of the slope under three conditions reach 1.3, 1.2 and 1.1, respectively, and the optimal solution is selected from the two solutions by combining the economic benefits. The results show that the optimized anchor and anti-slide pile reinforcement solutions result in the safety factors of the slope under different conditions, reaching 1.441, 1.258, and 1.324 and 1.4, 1.238, and 1.23, respectively. The anti-slide pile reinforcement solution is more economical than the anchor reinforcement solution, so it is recommended that the anti-slide pile reinforcement solution should be chosen as the final solution.
Czasopismo
Rocznik
Tom
Strony
141--163
Opis fizyczny
Bibliogr. 33 poz., rys., tab.
Twórcy
autor
  • State Key Laboratory of High-Efficient Mining and Safety of Metal Mines (University of Science and Technology Beijing), Ministry of Education, Beijing, China
autor
  • State Key Laboratory of High-Efficient Mining and Safety of Metal Mines (University of Science and Technology Beijing), Ministry of Education, Beijing, China
  • Work Safety Key Lab on Prevention and Control of Gas and Roof Disasters for Southern Coal Mines (Hunan University of Science and Technology), Xiangta, China
autor
  • Kunming University of Science and Technology, Faculty of Public Safety and Emergency Management, Kunming, China
Bibliografia
  • XIAOMING G., 2010, Study on Slope Reinforcement Design under Mining in Open Pit Mine, QingdaoUniversity of Technology.
  • VERMA D., THAREJA R., KAINTHOLA A. et al., 2011, Evaluation of open pit mine slope stability analysis, International Journal of Earth Sciences and Engineering, 4 (4), 590–600.
  • DENG C., 2021, Research on multi-stage slope stability analysis method, Lanzhou University of Technology Lanzhou.
  • AZMOON B., BINIYAZ A., LIU Z., 2021, Evaluation of deep learning against conventional limit equilibrium methods for slope stability analysis, Applied Sciences, 11 (13), 6060.
  • KAINTHOLA A., VERMA D., THAREJA R. et al., 2013, A review on numerical slope stability analysis, International Journal of Science Engineering and Technology Research (IJSETR), 2 (6), 1315–1320.
  • DENG D., ZHAO L., LI L., 2016, Limit equilibrium method for slope stability based on assumed stress on slip surface, Journal of Central South University, 23 (11), 2972–2983.
  • LI L., WANG Y., ZHANG L. et al., 2019, Evaluation of critical slip surface in limit equilibrium analysis of slope stability by smoothed particle hydrodynamics, International Journal of Geomechanics, 19 (5), 04019032.
  • ALEJANO L.R., FERRERO A.M., RAMÍREZ-OYANGUREN P. et al., 2011, Comparison of limit-equilibrium, numerical and physical models of wall slope stability, International Journal of Rock Mechanics and Mining Sciences, 48 (1), 16–26.
  • HARABINOVÁ S., 2017, Assessment of slope stability on the road, Procedia Engineering, 190, 390–397.
  • KALATEHJARI R., ALI N., 2013, A review of three-dimensional slope stability analyses based on limit equilibrium method, Electronic Journal of Geotechnical Engineering, 18, 119–134.
  • KUMAR V., BURMAN A., HIMANSHU N. et al., 2021, Rock slope stability charts based on limit equilibrium method incorporating Generalized Hoek–Brown strength criterion for static and seismic conditions, Environmental Earth Sciences, 80 (6), 1–20.
  • AGAM M.W., HASHIM M.H.M., MURAD M.I. et al., 2016, Slope sensitivity analysis using spencer’s method in comparison with general limit equilibrium method, Procedia Chemistry, 19, 651–658.
  • TUTLUOGLU L., ÖGE I.F., KARPUZ C., 2011, Two and three dimensional analysis of a slope failure in a lignite mine, Computers & Geosciences, 37 (2), 232–240.
  • BUI H.H., FUKAGAWA R., SAKO K. et al., 2011, Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH), Géotechnique, 61 (7), 565–574.
  • LI D.Q., XIAO T., CAO Z.J. et al., 2016, Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis, Applied Mathematical Modelling, 40 (9–10), 5216–5229.
  • YANG Y., TANG X., ZHENG H. et al., 2016, Three-dimensional fracture propagation with numerical manifold method, Engineering Analysis with Boundary Elements, 72, 65–77.
  • COETZEE C.J., 2017, Calibration of the discrete element method, Powder Technology, 310, 104–142.
  • FENGSHAN H., LEI W., 2016, Application study of FLAC in analysis of slope stability, Physical and Numerical Simulation of Geotechnical Engineering, (23), 17–23.
  • VYAZMENSKY A., STEAD D., ELMO D. et al., 2010, Numerical analysis of block caving-induced instability in large open pit slopes: a finite element/discrete element approach, Rock mechanics and rock engineering, 43 (1), 21–39.
  • NIAN T.K., HUANG R.Q., WAN S.S. et al., 2012, Three-dimensional strength-reduction finite element analysis of slopes: geometric effects, Canadian Geotechnical Journal, 49 (5), 574–588.
  • WEI W.B., CHENG Y.M., LI L., 2009, Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods, Computers and Geotechnics, 36 (1–2), 70–80.
  • VISHAL V., PRADHAN S.P., SINGH T.N., 2015, An investigation on stability of mine slopes using two dimensional numerical modelling, J. Rock Mech. Tunn. Technol, 21 (1), 49–56.
  • TSCHUCHNIGG F., SCHWEIGER H.F., SLOAN S.W. et al., 2015, Comparison of finite-element limit analysis and strength reduction techniques, Géotechnique, 65 (4), 249–257.
  • UTILI S., 2013, Investigation by limit analysis on the stability of slopes with cracks, Geotechnique, 63 (2), 140–154.
  • LESHCHINSKY B., AMBAUEN S., 2015, Limit equilibrium and limit analysis: comparison of benchmark slope stability problems, Geotech. Geoenviron. Eng., 141 (10), 04015043.
  • NADUKURU S.S., MICHALOWSKI R.L., 2013, Three-dimensional displacement analysis of slopes subjected to seismic loads, Canadian Geotechnical Journal, 50 (6), 650–661.
  • FAIZ H., YONG-GANG G., ALAM M. et al., 2020, Stability Analysis of Slopes Based on Limit Equilibrium and Finite Element Methods for Neelum Jhelum Hydropower Project, Pakistan-Case Study, American Journal of Engineering Research (AJER), 9 (3), 134–137.
  • LIU S.Y., SHAO L.T., LI H.J., 2015, Slope stability analysis using the limit equilibrium method and two finite element methods, Computers and Geotechnics, 63, 291–298.
  • YANG G., ZHONG Z., ZHANG Y. et al., 2015, Optimal design of anchor cables for slope reinforcement based on stress and displacement fields, Journal of Rock Mechanics and Geotechnical Engineering, 7 (4), 411–420.
  • XINRONG Z., LIXING L., 2015, Solution of pre-stressed anchor arrangement parameters and slope safety factor, Mineral Conservation and Utilization, (2), 18–21.
  • DONG M., ZHANG F., HU M. et al., 2020, Study on the influence of anchorage angle on the anchorage effect of soft-hard interbedded toppling deformed rock mass, KSCE Journal of Civil Engineering, 24 (8), 2382–2392.
  • LI X., HE S., WU Y., 2012, Limit analysis of the stability of slopes reinforced with anchors, International Journal for Numerical and Analytical Methods in Geomechanics, 36 (17), 1898–1908.
  • TAO Y., 2013, Research and application of anchor support in slope stability problems, Xi’an University of Technology, Xi’an.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-83457417-382b-43bb-90f7-a85b571c3b91
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