A New Analytical Solution for the Stress State in Inclined Backfilled Mine Stopes
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[1] Othman Nasir,et al. Mechanical Behaviour of the Interface Between Cemented Tailings Backfill and Retaining Structures Under Shear Loads , 2010 .
[2] Chia-Cheng Fan,et al. Numerical solution of active earth pressures on rigid retaining walls built near rock faces , 2010 .
[3] Nagaratnam Sivakugan,et al. Arching within hydraulic fill stopes , 2007 .
[4] R. L. Handy,et al. Geotechnical engineering: Soil and foundation principles and practice, fifth edition / R. L. Handy, M.G. Spangler , 2007 .
[5] Michel Aubertin,et al. Numerical investigation of earth pressure coefficient along central line of backfilled stopes , 2017 .
[6] Li Li,et al. Modeling arching effets in narrow backfilled stopes with FLAC , 2003 .
[7] B. Ladanyi,et al. A STUDY OF THE TRAP-DOOR PROBLEM IN A GRANULAR MASS , 1969 .
[8] Guangsheng Liu,et al. Numerical Analysis of Stress Distribution in Backfilled Stopes Considering Interfaces between the Backfill and Rock Walls , 2017 .
[9] Herbert H. Einstein,et al. Determination of Vertical Loading on Underground Structures Based on an Arching Evolution Concept , 1999 .
[10] Li Min Zhang,et al. Breaching Parameters for Earth and Rockfill Dams , 2009 .
[11] Kandiah Pirapakaran. Load-deformation characteristics of minefills with particular reference to arching and stress developments , 2008 .
[12] A. Fourie,et al. Handbook on Mine FIll , 2005 .
[13] Mw Grabinsky,et al. In situ measurements of cemented paste backfill at the Cayeli Mine , 2012 .
[14] Li Li,et al. Formulation of a three dimensional analytical solution to evaluate stresses in backfilled vertical narrow openings , 2005 .
[16] Venanzio R. Greco,et al. Active thrust on retaining walls of narrow backfill width , 2013 .
[17] Pengyu Yang. Investigation of the Geomechanical Behavior of Mine Backfill and its Interaction with Rock Walls and Barricades , 2016 .
[18] M. Aubertin,et al. Erratum to: Evaluation of the Stress State in Two Adjacent Backfilled Stopes Within an Elasto-Plastic Rock Mass , 2015 .
[19] Michel Aubertin,et al. Numerical Investigation of the Stress State in Inclined Backfilled Stopes , 2009 .
[20] A. J. Valsangkar,et al. Earth pressures on unyielding retaining walls of narrow backfill width , 2001 .
[21] H. Hartman. SME mining engineering handbook , 1992 .
[22] Li Li,et al. Interaction Between Backfill and Rock Mass in Narrow Stopes Interacción Entre el Relleno y la Masa de Roca en Excavaciones Escalonadas Estrechas , 2003 .
[23] Michel Aubertin,et al. Integrated mine tailings management by combining environmental desulphurization and cemented paste backfill: Application to mine Doyon, Quebec, Canada , 2008 .
[24] Michel Aubertin,et al. Numerical investigation of the geomechanical response of adjacent backfilled stopes , 2015 .
[25] Michel Aubertin,et al. A Three-Dimensional Analysis of the Total and Effective Stresses in Submerged Backfilled Stopes , 2009 .
[26] LiLi,et al. Effect of drainage and sequential filling on the behavior of backfill in mine stopes , 2014 .
[27] A Aysen,et al. Soil Mechanics: Basic Concepts and Engineering Applications , 2002 .
[28] Lijie Guo,et al. A numerical analysis of the stress distribution in backfilled stopes considering nonplanar interfaces between the backfill and rock walls , 2016 .
[29] J. N. Mandal,et al. Determination of passive earth pressure coefficients using limit equilibrium approach coupled with the Kötter equation , 2015 .
[30] K. Terzaghi. Theoretical Soil Mechanics , 1943 .
[31] A Marston,et al. THE THEORY OF EXTERNAL LOADS ON CLOSED CONDUITS IN THE LIGHT OF THE LATEST EXPERIMENTS , 1930 .
[32] Christophe Gaudin,et al. Influence of padeye offset on bearing capacity of three-dimensional plate anchors , 2015 .
[33] Michel Aubertin,et al. An analytical solution for the nonlinear distribution of effective and total stresses in vertical backfilled stopes , 2010 .
[34] William Robert Whidden,et al. Buried flexible steel pipe: design and structural analysis. , 2009 .
[35] Michel Aubertin,et al. An improved analytical solution to estimate the stress state in subvertical backfilled stopes , 2008 .
[36] Christian Kutzner,et al. Earth and Rockfill Dams: Principles for Design and Construction , 2018 .
[37] RANKlNE'S ANALYSIS OF ACTIVE AND PASSIVE PRESSURES IN DRY SANDS , 1991 .
[38] Mohamed Amine Sobhi. Analyse numérique visant l'évaluation du coefficient de pression des terres et des contraintes dans des chantiers remblayés au-dessus d'un pilier-dalle , 2014 .
[39] N. Falaknaz. Analysis of the Geomechanical Behavior of Two Adjacent Backfilled Stopes Based on Two and Three Dimensional Numerical Simulations , 2014 .
[40] Li Li. A 3 D ANALYTICAL SOLUTION FOR EVALUATING EARTH PRESSURES IN VERTICAL BACKFILLED STOPES , 2004 .
[41] Nagaratnam Sivakugan,et al. Arching in Soils Applied to Inclined Mine Stopes , 2011 .
[42] Michel Aubertin,et al. Three-dimensional stress state in inclined backfilled stopes obtained from numerical simulations and new closed-form solution , 2018 .
[43] Nagaratnam Sivakugan,et al. Numerical and experimental studies of arching effects within mine fill slopes , 2006 .