Einstein, H.H., and Hirschfeld, R.C. (1973). Model studies on mechanics of jointed rock. Journal of the ASCE Soil Mechanics and Foundations Division, 99 (3), 229-248. doi:10.1061/JSFEAQ.0001859
Tag: jointed rock masses
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Zhang, L., and Einstein, H.H. (1998). Estimating the Mean Trace Length of Rock Discontinuities. Rock Mechanics and Rock Engineering, 31 (4), 217-235. doi:10.1007/s006030050022
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Meyer, T., and Einstein, H.H. (2002). Geologic stochastic modeling and connectivity assessment of fracture systems in the Boston area. Rock Mechanics and Rock Engineering, 35 (1), 23-44. doi:10.1007/s006030200007
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Herda, H.H.W., Einstein, H.H., and Dershowitz, W.S. (1991). Problems with representation of rockâfracture clusters. Geotechnical Engineering, 117 (11), 1754-1771. doi:10.1061/0733-9410(1991)117:11(1754)
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Zhang, L., and Einstein, H.H. (2000). Estimating the intensity of rock discontinuities. International Journal of Rock Mechanics and Mining Sciences, 37 (5), 819-837. doi:10.1016/S1365-1609(00)00022-8
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Zhang, L., and Einstein, H.H. (2004). Using RQD to estimate the deformation modulus of rock masses. International Journal of Rock Mechanics and Mining Sciences, 41 (2), 337-341. doi:10.1016/S1365-1609(03)00100-X
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Wong, L.N.Y., and Einstein, H.H. (2009). Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression. International Journal of Rock Mechanics and Mining Sciences, 46 (2), 239-249. doi:10.1016/j.ijrmms.2008.03.006
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Einstein, H.H., Veneziano, D., Baecher, G.B., and O’Reilly, K.J. (1983). The effect of discontinuity persistence on rock slope stability. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 20 (5), 227-236. doi:10.1016/0148-9062(83)90003-7
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Chan, H.C.M., Li, V., and Einstein, H.H. (1990). A hybridized displacement discontinuity and indirect boundary element method to model fracture propagation. International Journal of Fracture, 45 (4), 263-282. doi:10.1007/BF00036271
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Wong, L.N.Y., and Einstein, H.H. (2009). Crack coalescence in molded gypsum and Carrara marble: Part 2. Macroscopic observations and interpretation. Rock Mechanics and Rock Engineering, 42 (3), 513-545. doi:10.1007/s00603-008-0003-3