Zhang, L., and Einstein, H.H. (1998). End bearing capacity of drilled shafts in rock. Geotechnical and Geoenvironmental Engineering, 124 (7), 574-584. doi:10.1061/1090-0241(1998)124:7(574)
Author: Violeta Ivanova
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Zhang, L., Ernst, H., and Einstein, H.H. (2000). Nonlinear analysis of laterally loaded rock-socketed shafts. Geotechnical and Geoenvironmental Engineering, 126 (11), 955-968. doi:10.1061/1090-0241(2000)126:11(955)
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Haas, C., and Einstein, H.H. (2002). Updating the Decision Aids for Tunneling. Construction Engineering and Management, 128 (1), 40-48. doi:10.1061/(ASCE)0733-9364(2002)128:1(40)
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To, A.C., Ernst, H., and Einstein, H.H. (2003). Lateral load capacity of drilled shafts in jointed rock. Geotechnical and Geoenvironmental Engineering, 129 (8), 711-726. doi:10.1061/1090-0241(2003)129:8(711)
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Suwansawat, S., and Einstein, H.H. (2007). Describing settlement troughs over twin tunnels using a superposition technique. Geotechnical and Geoenvironmental Engineering, 133 (4), 445-468. doi:10.1061/1090-0241(2007)133:4(445)
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Karam, K.S., Karam, J.S., and Einstein, H.H. (2007). Decision analysis applied to tunnel exploration planning. II: Consideration of uncertainty. Construction Engineering and Management, 133 (5), 354-363. doi:10.1061/(ASCE)0733-9364(2007)133:5(354)
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Karam, K.S., Karam, J.S., and Einstein, H.H. (2007). Decision analysis applied to tunnel exploration planning. I: Principles and case study. Construction Engineering and Management, 133 (5), 344-353. doi:10.1061/(ASCE)0733-9364(2007)133:5(344)
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Bobet, A., and Einstein, H.H. (2008). Deep tunnels in Clay Shales: Evaluation of key properties for short and long term support. In: Proceedings of GeoCongress 2008, 9-12 March, New Orleans, Louisiana, USA. doi:10.1061/40972(311)58
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Iglesia, G.R., Einstein, H.H., and Whitman, R.V. (2011). Validation of centrifuge model scaling for soil systems via trapdoor tests. Geotechnical and Geoenvironmental Engineering, 137 (11), 1075-1089. doi:10.1061/(ASCE)GT.1943-5606.0000517
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Moret, Y., and Einstein, H.H. (2012). Experience in expert estimation of probabilities and correlations for rail line construction (Technical Note). Construction Engineering and Management, 138 (9), 1103-1106. doi:10.1061/(ASCE)CO.1943-7862.0000505