Naesgaard, E., Amini, A., Uthayakumar U.M., and Fellenius, B.H., 2012 “Long Piles in Thick Lacustrine and Deltaic Deposits. Two Bridge Foundation Case Histories,” In Full-Scale Testing and Foundation Design, ASCE Specialty Publ.227,pp 404-421.
Uthayakumar, M., and Naesgaard, E., 2011 “Geotechnical Design for the William R. Bennett Bridge, Kelowna, British Columbia”, 2011 Pan-Am CGS Geotechnical Conference, Canadian Geotechnical Society, Toronto, Ontario”
Naesgaard, E., 2011 “A hybrid effective stress – total stress procedure for analyzing soil embankments subjected to potential liquefaction and flow”, Ph.D. Thesis, Civil Engineering, University of British Columbian, May
Amini, A., Brockbank, B. and Naesgaard, E., 2010 “Assessment of seismic performace of a Reinforced Earth wall using dynamic analysis”, 63st Canadian Geotechnical Conference, Canadian Geotechnical Society, Calgary, Alberta.
Amini, A., Brockbank, B. and Naesgaard, E., 2010 “Dynamic Analysis of a Reinforced Earth Wall”, Vancouver Geotechnical Society 19th Symposium, June.”
Naesgaard, E., Beaty, M.H. and Byrne, P.M., 2009 “Performance – based design of potentially liquefiable embankments using a combined effective stress — total stress model” IS – 2009 Tokyo, Performance – Based Design in Earthquake Geotechnical Engineering – Kokusho, Tsukamoto & Yoshimine (eds) © 2009 Taylor & Francis Group, London, ISBN 978-0-415-55614-9
Naesgaard, E., Azizian, A., Yang, D., Uthayakumar, M., Amini, A. and Byrne, P.M., 2008. “Golden Ears Bridge – Geotechnical seismic design aspects,” 61st Canadian Geotechnical Conference, Canadian Geotechnical Society, Edmonton, Alberta.
Amini, A., Fellenius, B.H., Sabbagh, M., Naesgaard, and Buehler, M., 2008. “Pile Load Testing at Golden Ears Bridge,” 61st Canadian Geotechnical Conference, Canadian Geotechnical Society, Edmonton, Alberta.
Yang, D., Naesgaard, E. and Byrne, P.M. 2008. “Soil-structure interaction considerations in seismic design for deep bridge foundations”, 6th International Conf. on Case Histories in Geotechnical Engineering, Arlington, Va.

Naesgaard, E. and Byrne, P.M., 2007. “Flow liquefaction simulation using a combined effective stress – total stress model,” 60th Canadian Geotechnical Conference, Canadian Geotechnical Society, Ottawa, Ontario, October.

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Anderson, D.L., Byrne, P.M., DeVall, R.H., Naesgaard, E., and Wijewickreme, D., Eds. & Contributing Authors, 2007. “Task Force Report on Geotechnical Design Guidelines for Buildings on Liquefiable Sites in Greater Vancouver in Accordance with NBC2005,” University of British Columbia publication.

Naesgaard, E., Uthayakumar, M., Ersoy, T. and Gillespie, D., 2006. “Pile load test for W.R. Bennett Bridge,” 59th Canadian Geotechnical Conference, Canadian Geotechnical Society, Vancouver, B.C., October.

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Byrne, P.M., Naesgaard, E., and Seid-Karbasi, M., 2006. “Analysis and design of earth structures to resist seismic soil liquefaction,” 59th Canadian Geotechnical Conference, Canadian Geotechnical Society, Vancouver, B.C., October. [PDF]
Naesgaard, E., Byrne, P.M., and Seid-Karbasi, M., 2006. “Modelling flow liquefaction and pore water redistribution mechanisms,” Proc. 8th National Conf. on Earthquake Engineering, San Francisco, April.
Yang, D., Naesgaard, E. and Byrne, P.M. 2006.  “Nonlinear Dynamic Soil-Structure Interaction Analyses of Immersed George Massey Tunnel”, ASCE Specialty Publ., GeoShanghai, June.
Naesgaard, E. and Byrne, P.M., 2005. “Flow liquefaction due to mixing of layered deposits,”  Proc. Geotechnical Earthquake Engineering Satellite Conf., Osaka, Sept. 10, TC4 committee ISSMGE, Publ. by Japanese Geotechncial Society, pp. 103-108.
Naesgaard, E., Byrne, P.M., Seid-Karbasi, M., and Park, S.S., 2005. “Modelling flow liquefaction, its mitigation and comparison with centrifuge tests,” Proc. Geotechnical Earthquake Engineering Satellite Conf., Osaka, Sept. 10, TC4 committee ISSMGE, Publ. by Japanese Geotechncial Society, pp. 95-102.
Seid-Karbasi, M., Byrne, P. M., Naesgaard, E., Park, S., S., Wijewickreme, D., and Phillips, R., 2005.  “Response of sloping ground with liquefiable materials during earthquake: a class A prediction.” InProc., 11th Int. Conf., Int. Association of Computer Methods and Advances in Geomechanics, IACMAG, Turin, Italy, V. 3, pp. 313-320.
Yang., D., Naesgaard, E., Byrne, P.M., Adalier, K., and Abdoun, T., 2005. “Numerical Model verification and calibration of George Massey Tunnel using centrifuge models” Canadian Geot. Journal, Vol. 41, No. 5, April (Awarded Casimir Gzowski Medal for best paper in Civil Engineering in Canada in 2004). [PDF]

Naesgaard, E., Zergoun, M., and Auyeung, W., 2004. “The Construction and Performance of Post-grouted Micro-piles for Vancouver International Airport Domestic Terminal Building,” 29th Deep Foundations Institute Conference, Vancouver, September.

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Naesgaard, E., Yang, D., Byrne, P.M., and Gohl, B., 2004. “Numerical analyses for the seismic safety retrofit design of the immersed-tube George Massey tunnel,” 13th World Conference on Earthquake Engineering, Vancouver, August.
Smith, D., Naesgaard, E., and Kullmann, H., 2004. “Seismic design of a new pile and deck structure adjacent to existing caissons founded on potentially liquefiable ground in Vancouver, BC., 13th World Conference on Earthquake Engineering, Vancouver, August.

Uthayakumar, U.M. and Naesgaard, E., 2004. “Ground response analysis for seismic design in Fraser River delta, British Columbia,” 13th World Conference on Earthquake Engineering, Vancouver, August.

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Yang, D., Naesgaard, E. and Gohl, B., 2003, “Geotechnical Seismic Retrofit Design of Immersed George Massey Tunnel”, 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, June.
Adalier, K., Abdoun, T., Dobry, R., Phillips, R., Yang, D., and Naesgaard, E., 2003. “Centrifuge modeling for seismic retrofit design of an immersed tube tunnel,” International Journal of Physical Modeling in Geotechnics, 3(2): 23-32.
Naesgaard, E., Uthayakumar, M.,  2002, “Seismic Safety retrofit of the Port Mann Bridge North Approach”, Vancouver Geotechnical Society 16th Annual Symposium, May.
Naesgaard, E., Yip, G.,  2001, “A.R. MacNeill School – site development and foundation design”, Vancouver Geotechnical Society 15th Annual Symposium, May.
Uthayakumar, M., Naesgaard, E., 2000, “Seismic retrofit design, Pitt River Bridges, British Columbia”, Vancouver Geotechnical Society 14th Annual Symposium, May.
Naesgaard, E., Uthayakumar, M., 1999, “Numerical analyses for seismic retrofit design, Lions Gate Bridge, Vancouver, B.C.”, FLAC Symposium on Numerical Modeling in Geomechanics, Minneapolis, Minnesota, September.

Naesgaard, E., Byrne, P.M., and Ven Huizen, G., 1998, “Behaviour of Light Structures Founded on Soil ‘Crust’ over Liquefied Ground” Proc. ASCE conf. on Geotechnical Earthquake Engineering and Soil Dynamics, Seattle, August, 1998.

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Claque, J.J., Naesgaard, E., and Mathewes, R.W., 1998, Geological evidence for prehistoric earthquakes, in Geology and Natural Hazards of the Fraser delta: Geological Survey of Canada Bulletin 525, p. 177-194.
Claque, J.J., Naesgaard, E., and Nelson, A.R., 1997, “Age and significance of earthquake-induced liquefaction near Vancouver, British Columbia, Canada,” Canadian Geot. Journal, Vol. 34, No. 1, pp. 53-62.
D. Inglis, G. Macleod, E. Naesgaard, and M. Zergoun, 1996. “Basement Wall with Seismic Earth Pressures and Novel Expanded Polystyrene Foam Buffer Layer”, Vancouver Geotechnical Society 10th Annual Symposium, June.
Clague, J.J., Bobrowsky, P.T., Guilbault, J.P., Linden, R.H., Mathewes, R.W., Naesgaard, E., Shilts, W.W., and Sy, A., 1996, Paleoseismology and seismic hazards, Southwestern British Columbia, Geological Bulletin 494, Compiled and edited by J.J. Clague.
Chang, C.Y., Naesgaard E., Wang  Z.Liang, Siu, D., 1995. Geotechnical Considerations for Seismic Vulnerability Study of Port Mann Bridge, National Seismic Conference on Bridges and Highways, San Diego, California, Dec.

Naesgaard, E., Macleod G., and Inglis, D.J., 1995, Shoring Practices in Greater Vancouver, 48th Canadian Geotechnical Conference, Canadian Geotechnical Society, Vancouver, B.C., September.

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Inglis, D.J. and Naesgaard, E., 1994, Case History of Pile Relaxation in Vancouver, 8th Annual Vancouver Geotechnical Society Symposium – Deep Foundations, Vancouver, B.C.
Naesgaard, E. and Beaton N., 1993, Dynamic Compaction Densification for Liquefaction Mitigation and Improved Foundation Support in the Fraser Delta – A Case History, 7th  Annual Vancouver Geotechnical Society Symposium.
Naesgaard, E., 1992, “Lateral Load Tests to Examine Large-Strain (Seismic) Behaviour of Piles,” Canadian Geotechnical Journal, 29:245-252
Clague, J.J., Naesgaard, E. and Sy, A., 1992, Liquefaction Features on the Fraser Delta:  Evidence for Prehistoric Earthquakes?, Canadian Journal of Earth Sciences, 29: No.8, pp.1734-1745
Naesgaard, E., Sy, A. and Clague, J.J., 1992, Liquefaction Sand Dykes at Kwantlan College, Richmond, B.C., First Canadian Symposium on Geotechnique and Natural Hazards, Vancouver, pp.159-166

Macleod, G., Naesgaard, E. and Piteau, D.R., 1976. “Anchor Tieback Shoring for Provincial Government Buildings, Vancouver, B.C.,” 29th Canadian Geotechnical Conference, Vancouver, B.C.

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