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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Jeng, F.S., and Einstein, H.H. (1991). Model experiments for propellant embedded rock anchors. Rock Mechanics and Rock Engineering, 24 (1), 1-29. doi:10.1007/BF01042716
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Einstein, H.H. (1996). Tunnelling in difficult ground — Swelling behaviour and identification of swelling rocks. Rock Mechanics and Rock Engineering, 29 (3), 113-124. doi:10.1007/BF01032649
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Min, S.Y., Einstein, H.H., Lee, J.S., and Kim, T.K. (2003). Application of Decision Aids for Tunneling (DAT) to a drill & blast tunnel. KSCE Journal of Civil Engineering, 7 (5), 619-628. doi:10.1007/BF02838325
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Min, S.Y., Einstein, H.H., Lee, J.S., and Lee, H.S. (2005). Application of the Decision Aids for Tunneling (DAT) to update excavation cost/time information. KSCE Journal of Civil Engineering, 9 (4), 335-346. doi:10.1007/BF02829047
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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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Kveldsvik, V., Einstein, H.H., Nilsen, B., and Blikra, L.H. (2009). Numerical analysis of the 650,000 m2 Åknes rock slope based on measured displacements and geotechnical data. Rock Mechanics and Rock Engineering, 42, 689. doi:10.1007/s00603-008-0005-1
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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
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Wong, L.N.Y., and Einstein, H.H. (2009). Crack coalescence in molded gypsum and Carrara marble: Part 1. Macroscopic observations and interpretation. Rock Mechanics and Rock Engineering, 42 (3), 475-511. doi:10.1007/s00603-008-0002-4
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Zhang, L., and Einstein, H.H. (2009). The planar shape of rock joints. Rock Mechanics and Rock Engineering, 43 (1), 55-68. doi:10.1007/s00603-009-0054-0