Einstein, H.H., Baecher, G.B., and Veneziano, D. (1982). Risk analysis for rock slopes in open pit mines (in 8 parts): Einstein, H H; Baecher, G B; Veneziano, D. US Bureau of Mines reports OFR 46(1-8)-81, Nov 1979, 1954P. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 19 (3), 67. doi:10.1016/0148-9062(82)91320-1
Tag: mechanical modeling
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Einstein, H.H., Baecher, G.B., Glynn, E., Dershowitz, W.S., Lanney, N., and Maloney, G. (1978). Risk Analysis for Rock Slopes in Open Pit Mines: Annual Technical Report. Massachusetts Institute of Technology, Department of Civil Engineering. MIT report no. R78-7, Volumes I and II, 1978. Prepared for the U.S. Bureau of Mines under Contract no. J0275015. MIT Libraries: 000369020
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Einstein, H.H., Baecher, G.B., Veneziano, D., et al. (1980). Risk Analysis for Rock Slopes in Open Pit Mines. Massachusetts Institute of Technology, Department of Civil Engineering. MIT reports prepared for the U.S. Bureau of Mines. Six volumes, MIT series R80-18-R80-23. Executive summary. Part 1 – Distributions of rock mass properties. Part 2 – Limit equilibrium analysis for rock wedge stability. Part 3 – Reliability analysis of rock slope stability. Part 4 – Field exploration to determine rock mass properties. Part 5 – Probabilistic models of jointed rock mass deformation and their implications. Appendices A through M – Detailed geologic data underlying developments. MIT Libraries: 000660195
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Einstein, H.H., and Sousa, R.L. (2012). Risk in Slopes. In L. Ribeiro e Sousa, E. Vargas Jr., M.M. Fernandes, R. Azevedo (eds.): Innovative Numerical Modelling in Geomechanics, Chapter 11, 201-210. CRC Press, 2012. ISBN 9780415616614
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Chan, H.C., and Einstein, H.H. (1981). Approach to complete limit equilibrium analysis for rock wedges — the method of “artificial supports”. Rock Mechanics, 14 (2), 59-86. doi:10.1007/BF01239856
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Kveldsvik, V., Nilsen, B., Einstein, H.H., and Nadim, F. (2008). Alternative approaches for analyses of a 100,000 m3 rock slide based on Barton–Bandis shear strength criterion. Landslides, 5 (2), 161-176. doi:10.1007/s10346-007-0096-x
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Manzella, I., Einstein, H.H., and Grasselli, G. (2013). DEM and FEM/DEM Modelling of Granular Flows to Investigate Large Debris Avalanche Propagation. In C. Margottini, P. Canuti, K. Sassa (eds.): Landslide Science and Practice, Volume 3: Spatial Analysis and Modelling, 247-253. Springer Berlin Heidelberg, 2015. ISBN: 978-3642313097 (Print) 978-3642313103 (Online) doi:10.1007/978-3-642-31310-3_33
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Kveldsvik, V., Kaynia, A., Nadim, F., Bhasin, R., Nilsen, B., and Einstein, H.H. (2009). Dynamic distinct-element analysis of the 800 m high Åknes rock slope. International Journal of Rock Mechanics and Mining Sciences, 46 (4), 686-698. doi:10.1016/j.ijrmms.2008.10.007
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Baecher, G.B., and Einstein, H. H. (1979). Slope Reliability Models in Pit Optimization. In: Proceedings of the 16th International Symposium on Application of Computers and Operations Research in the Mineral Industry, American Institute of Mining, Metallurgical and Petroleum Engineers, New York, NY, pp. 501-512.
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Glynn, E.F., and Einstein, H.H. (1979). Probability of kinematic instability in rock slopes – a numerical approach. In: Proceedings of the 20th U.S. Symposium on Rock Mechanics (USRMS), 4-6 June, Austin, Texas. ARMA-79-0317