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
Category: Rock Mechanics
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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
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Janeiro, R.P., and Einstein, H.H. (2010). Experimental study of the cracking behavior of specimens containing inclusions (under uniaxial compression). International Journal of Fracture, 164 (1), 83-102. doi:10.1007/s10704-010-9457-x
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Brooks, Z., Ulm, F.-J., and Einstein, H.H. (2013). Environmental scanning electron microscopy (ESEM) and nanoindentation investigation of the crack tip process zone in marble. Acta Geotechnica, 8 (3), 223-245. doi:10.1007/s11440-013-0213-z
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Morgan, S.P., Johnson, C.A., and Einstein, H.H. (2013). Cracking processes in Barre granite: fracture process zones and crack coalescence. International Journal of Fracture, 180 (2), 177-204. doi:10.1007/s10704-013-9810-y
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Gonçalves da Silva, B., and Einstein, H.H. (2013). Modeling of crack initiation, propagation and coalescence in rocks. International Journal of Fracture, 182 (2), 167-186. doi:10.1007/s10704-013-9866-8
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Barla, G., Einstein, H.H., and Kovári, K. (2016). Editorial. Rock Mechanics and Rock Engineering, 49 (1), 1-1. doi:10.1007/s00603-015-0901-0