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* indicates graduate students or postdoctoral fellow Dr. Hawlader supervised

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Refereed Journal Publications

*Karmaker, R., Hawlader, B., Perret, D. and Dey, R. (2024). Numerical modelling of pile jacking in highly sensitive clays. Canadian Geotechnical Journal, 10.1139/cgj-2023-0320. link

*Chen, J., Hawlader, B., Roy, K. and Pike, K. (2023). Comparison of local and nonlocal regularization approaches in Eulerian-based finite element analyses. Computers and Geotechnics. link

*Al Tarhouni, M. and Hawlader, B. (2023). Drained cyclic behaviour and state-dependent stress–dilatancy relationship of sand in direct simple shear tests. Soil Dynamics and Earthquake Engineering, 168 (2023) 107801. link

*Dayarathne, R., Hawlader, B., Phillips, R. and Robert, D. (2023). Two-dimensional finite element modeling of long-term frost heave beneath chilled gas pipelines. Cold Regions Science and Technology, 208 (2023) 103781. link

*Chen, J., Hawlader, B., Roy, K. and Pike, K. (2022). A nonlocal Eulerian-based finite-element approach for strain-softening materials. Computers and Geotechnics, 10.1016/j.compgeo.2022.105114. link

*Dayarathne, R., Hawlader, B., Phillips, R. and Robert, D. (2022). Factors affecting frost heave of chilled gas pipelines. ASCE Journal of Cold Regions Engineering, 10.1061/(ASCE)CR.1943-5495.0000287. link

*Dayarathne, R., Hawlader, B., Phillips, R. and Robert, D. (2021). One- and two-dimensional finite element modelling of thaw consolidation. Canadian Geotechnical Journal, doi.org/10.1139/cgj-2021-0120. link

*Wang, C., Hawlader, B., Perret, D., Soga, K. and *Chen, J. (2021). Modeling of initial stresses and seepage for large deformation finite element simulation of sensitive clay landslides. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 147(11):04021111, doi.10.1061/(ASCE)GT.1943-5606.0002626. link

*Al Tarhouni, M. and Hawlader, B. (2021). Monotonic and cyclic behaviour of sand in direct simple shear test conditions considering low stresses. Soil Dynamics and Earthquake Engineering, 150(2021): 106931, doi.org/10.1016/j.soildyn.2021.106931. link

*Dayarathne, R., Hawlader, B. and Phillips, R. (2021). Centrifuge modelling of gas pipelines undergoing freeze–thaw cycles. Canadian Geotechnical Journal, doi.org/10.1139/cgj-2020-0482. link

*Wang, C., Hawlader, B., Perret, D. and Soga, K. (2020). Effects of geometry and soil properties on type and retrogression of landslides in sensitive clays. Géotechnique, doi.org/10.1680/jgeot.20.P.046. link

*Morshed, A., *Roy, K. and Hawlader, B. (2020). Modeling of buried pipelines in dense sand for oblique movement in vertical-lateral plane. ASCE Journal of Pipeline Systems Engineering and Practice, 10.1061/(ASCE)PS.1949-1204.0000499 link

*Murugathasan, P., Dhar, A. and Hawlader, B. (2020). An experimental and numerical investigation of pullout behavior of ductile iron water pipes buried in sand. Canadian Journal of Civil Engineering, doi.org/10.1139/cjce-2019-0366 link

*Dutta, S. and Hawlader, B. (2019). Pipeline–soil–water interaction modelling for submarine landslide impact on suspended offshore pipelines. Géotechnique, 69(1): 29–41, doi.org/10.1680/jgeot.17.p.084 link

*Wang, C., Hawlader, B., *Islam, N. and Soga, K. (2019). Implementation of a large deformation finite element modelling technique for seismic slope stability analyses. Soil Dynamics and Earthquake Engineering, 127(2019)105824 link

*Islam, N., Hawlader, B., *Wang, C. and Soga, K. (2019). Large deformation finite-element modelling of earthquake-induced landslides considering strain-softening behaviour of sensitive clay. Canadian Geotechnical Journal, 56(7):1003–1018, doi.0.1139/cgj-2018-0250 link

*Roy, K., Hawlader, B., Kenny, S. and Moore, I. (2018). Upward pipe–soil interaction for shallowly buried pipelines in dense sand. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 144(11): 04018078, doi 10.1061/(ASCE)GT.1943-5606.0001957 link

*Roy, K., Hawlader, B., Kenny, S. and Moore, I. (2018). Uplift failure mechanisms of pipes buried in dense sand. ASCE International Journal of Geomechanics, 18(8): 04018087, doi.10.1061/(ASCE)GM.1943-5622.0001226 link

*Dutta, S., Hawlader, B. and Phillips, R. (2018). Numerical modelling of a steel catenary riser section in the touchdown zone under cyclic loading. Ocean Engineering, 164: 168–180 link

*Roy, K., Hawlader, B., Kenny, S. and Moore, I. (2018). Lateral resistance of pipes and strip anchors buried in dense sand. Canadian Geotechnical Journal, doi.org/10.1139/cgj-2017-0492 link

*Dey, R. Hawlader, B., Phillips, R. and Soga, K. (2016). Numerical modeling of submarine landslides with sensitive clay layers. Géotechnique, 66(6): 454–468 link

*Dey, R. Hawlader, B., Phillips, R. and Soga, K. (2016). Numerical modeling of combined effects of upward and downward propagation of shear bands on stability of slopes with sensitive clay. International Journal for Numerical and Analytical Methods in Geomechanics, 40: 2076–2099 link

*Dey, R., Hawlader, B., Phillips, R. and Soga, K. (2016). Modeling of large deformation behaviour of marine sensitive clays and its application to submarine slope stability analysis, Canadian Geotechnical Journal, 53: 1138–1155.

*Ahmed, S. and Hawlader B. (2016). Numerical analysis of large diameter monopiles in dense sand supporting offshore wind turbines. ASCE International Journal of Geomechanics, doi.10.1061/(ASCE)GM.1943-5622.0000633 link

*Roy, K., Hawlader, B., Kenny, S. and Moore, I. (2015). Finite element modeling of lateral pipeline-soil interactions in dense sand. Canadian Geotechnical Journal, 53(3): 490–504 link

*Dey, R. Hawlader, B., Phillips, R. and Soga, K. (2015). Large deformation finite element modeling of progressive failure leading to spread in sensitive clay slopes. Géotechnique, 65(8):657–668 link

*Ahmed, S. and Hawlader, B. (2015). Numerical analysis of inclined uplift capacity of suction caisson in sand. International Journal of Offshore and Polar Engineering, 25(2):145–155 link

Hawlader, B., *Fouzder, A. and *Dutta, S. (2015). Numerical modeling of suction and trench formation at the touchdown zone of steel catenary riser. ASCE International Journal of Geomechanics, doi.org/10.1061/(ASCE)GM.1943-5622.0000497 link

Hawlader, B., *Dutta, S., *Fouzder, A. and Zakeri, A. (2015). Penetration of steel catenary riser in soft clay seabed – finite element and finite volume methods. ASCE International Journal of Geomechanics, doi.10.1061/(ASCE)GM.1943-5622.0000474 link

*Dutta, S., Hawlader, B. and Phillips, R. (2015). Finite element modeling of partially embedded pipelines in clay seabed using Coupled Eulerian–Lagrangian method. Canadian Geotechnical Journal, 52(1):58–72.

*Pike, K., Kenny, S. and Hawlader, B. (2014). Numerical and constitutive model development to aid design against pipeline geohazards. Journal of Pipeline Engineering, 13(1):201–209

*Iftekharuzzaman, M. and Hawlader, B. (2013). Numerical modeling of lateral response of long flexible piles in sand. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 44(3):25–31 link

Zakeri, A. and Hawlader, B. (2013). Drag forces caused by submarine glide block or out-runner block impact on suspended (freespan) pipelines - numerical analysis. Ocean Engineering, 67:89–99 link

*Elliott, B., Zakeri, A., Barrett, J., Hawlader, B., Li, G. and Clukey, E.C. (2013). Centrifuge modeling of steel catenary risers (SCR’s) at touchdown zone Part II: assessment of centrifuge test results using kaolin clay, Ocean Engineering, 60:208–218 link

Zakeri, A., Hawlader, B. and *Chi, K. (2011). Drag forces caused by submarine glide block or out-runner block impact on suspended (free-span) pipelines, Ocean Engineering, 47:50–57 link

Mann, G. Roy, P. and Hawlader, B. (2011). Adaptive fuzzy model based control for a multi-variable heating system. Journal of Control and Intelligent Systems, 39(1):68–77 link

Hawlader, B., Muhunthan, B. and Imai, G. (2008). State-dependent constitutive model and numerical solution of self-weight consolidation. Géotechnique, 58(2):133–141 link

Hawlader, B., Morgan, V. and Clark, J.I. (2006). Modeling of pipeline under differential frost heave considering post-peak reduction of uplift resistance in frozen soil. Canadian Geotechnical Journal, 43(3): 282–293 link

Hawlader, B., Lo, K. and Moore, I.D. (2005). Analysis of tunnels in shaly rock considering three‑dimensional stress effects on swelling. Canadian Geotechnical Journal, 42:1–12 link

Hawlader, B., Lee, Y.N. and Lo, K. (2003). Three-dimensional stress effects on time‑dependent swelling behaviour of shaly rocks. Canadian Geotechnical Journal, 40(3):501–511 link

Hawlader, B., Muhunthan, B. and Imai, G. (2003). Viscosity effects on one-dimensional consolidation of clay. ASCE International Journal of Geomechanics, 3(1):99–110 link

Hawlader, B., Imai, G. and Muhunthan, B. (2002). Numerical study of the factors affecting the consolidation of clay with vertical drains. Geotextiles and Geomembranes, 20(4):213–239 link

Selected Conference Publications

*Chen, J. and Hawlader, B. (2020).Comparison of two mesh regularization approaches for large deformation finite element analysis. International Symposium on Frontiers in Offshore Geotechnics.

*Karmaker, R., Hawlader, B. and Dutta, S. (2018). Modelling of vertical piles subjected to a clay crust movement over a liquefied soil. GeoEdmonton, Alberta, Canada, September 23–26, 6p

*Saha, D., Hawlader, B., Dutta, S. and Dhar, A. (2018). A comparison using two numerical approaches for modelling the impact of submarine landslides on suspended pipelines. GeoEdmonton, Alberta, Canada, September 23–26, 7p

*Morshed, A., Roy, K., Hawlader, B. and Dhar, A. (2018). Numerical modelling of oblique pipe–soil interaction in dense sand. GeoEdmonton, Alberta, Canada, September 23–26, 8p

*Murugathasan, P., Dhar, A. and Hawlader, B. (2018). A laboratory facility for studying pullout behaviour of buried pipelines. GeoEdmonton, Alberta, Canada, September 23–26, 6p

*Karmaker, R. and Hawlader, B. (2018). Modeling of pile stabilized clay slopes using a large deformation finite-element method. Geohazards 7, Canmore, Alberta, Canada, June 3–6, 6p

*Debnath, B., Hawlader, B., *Dutta, S., and Sheel, T. (2018). Performance of computational fluid dynamics and finite element methods for modeling downslope displacement of failed soil from submarine landslides. Geohazards 7, Canmore, Alberta, Canada, June 3–6, 6p

*Roy, S. and Hawlader, B. (2017). Finite element modeling of progressive and retrogressive failure of submarine slopes for varying angle of inclination. GeoOttawa, Ottawa, Canada, Oct. 1–4, 7p

*Arman, R., *Roy, K., Hawlader, B., and Dhar, A. (2017). Finite element analysis of upheaval buckling of submarine pipelines with initial imperfection. GeoOttawa, Ottawa, Canada, Oct. 1–4, 7p

*Al Tarhouni, M., *Fouzder, A., Hawlader, B., and Dhar, A. (2017). Direct simple shear and triaxial compression tests on dense silica sand at low effective stress. GeoOttawa, Ottawa, Canada, Oct. 1–4, 7p

*Wang, C., Hawlader, B., and Perret, D. (2016). Finite element simulation of the 2010 Saint-Jude landslide in Quebec. GeoVancouver, Vancouver, Canada, Oct. 2–5, 9p

Barrett, J., Phillips, R., Piercey, G., and Hawlader, B. (2016). Three-dimensional modeling of lateral behavior of surface laid pipelines. GeoVancouver, Vancouver, Canada, Oct. 2–5, 6p

*Dutta, S. and Hawlader, B. (2016). A comparative study of advanced numerical methods for large deformation problems using cylindrical object penetration into seabed. GeoVancouver, Vancouver, Canada, Oct. 2–5, 10p

*Islam, N. and Hawlader, B. (2016). Pseudostatic seismic slope stability analyses using a large deformation finite element modeling technique. GeoVancouver, Vancouver, Canada, Oct. 2–5, 7p

*Dutta, S., Hawlader, B., Phillips, R., and Paulin, M. (2016). Numerical investigation of vertical penetration of steel catenary riser near the touch down zone. 11th International Pipeline Conference, IPC2016, Canada, Sept. 26–30, 10p

*Roy, S., Hawlader, B., Kenny, S., & Moore, I.D. (2016). A comparative study between lateral and upward anchor–soil and pipe–soil interaction in dense sand. 11th International Pipeline Conference, IPC2016, Calgary, Canada, Sept. 26–30, 8p

*Wang, C., *Saha, B., Hawlader, B. (2015). Some factors affecting retrogressive failure of sensitive clay slopes using large deformation finite element modeling. 68th Canadian Geotechnical Conference and the 7th Canadian Permafrost Conference, Quebec City, Canada, Sept 21–23, 6p

*Dayarathne, R., Hawlader, B. (2015). Stress–strain behaviour of clayey silt in triaxial tests. 68th Canadian Geotechnical Conference and the 7th Canadian Permafrost Conference, Quebec City, Canada, Sept 21–23, 6p

*Roy, K., Hawlader, B., Kenny, S. (2015). Soil failure mechanism for lateral and upward pipeline–soil interaction analysis in dense sand. 68th Canadian Geotechnical Conference and the 7th Canadian Permafrost Conference, Quebec City, Canada, Sept 21–23, 10p

*Kar, S. Phillips, R., and Hawlader, B. (2015). Physical modelling of submarine gassy slope failures. 68th Canadian Geotechnical Conference and the 7th Canadian Permafrost Conference, Quebec City, Canada, Sept 21–23, 6p

Kenny, S., *Debnath, P., *Pike, K., and Hawlader, B. (2015). Integrated framework in support of pipeline engineering design for geohazards. 68th Canadian Geotechnical Conference and the 7th Canadian Permafrost Conference, Quebec City, Canada, Sept 21–23, 8p

*Dutta, S. and Hawlader, B. (2015). Numerical modeling of drag force on submarine suspended pipelines using finite element and finite volume methods. 25th International Ocean and Polar Engineering Conference, Hawaii, United States, June 21–26, Paper No. 2015-TPC-1486

*Dutta, S., Hawlader, B., and Phillips, R. (2015). Vertical penetration of offshore pipelines: a comparative study between finite element and finite volume methods. OMAE2015. ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering, St. John’s, Canada, May 31–June 5, Paper No. OMAE2015-42076

*Dey, R., Hawlader, B., and *Wang, C. (2015). Progressive failure of offshore slopes due to construction in upslope areas. OMAE2015. ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering, St. John's, Canada, May 31–June 5, Paper No. OMAE2015-42241

*Ahmed, S., Hawlader, B., and *Roy, K. (2015). Finite element modeling of large diameter monopiles in dense sand for offshore wind turbine foundations. OMAE2015. ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering, St. John's, Canada, May 31–June 5, Paper No. OMAE2015-42218

*Roy, K., Hawlader, B., and Kenny, S. (2015). Effects of post-peak softening behavior of dense sand on lateral and upward displacement of buried pipelines. OMAE2015. ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering, St. John's, Canada, May 31–June 5, Paper No. OMAE2015-42138

*Saha, B., Hawlader, B., *Dey, R., and McAffee, R. (2014). Slope stability analysis using a large deformation finite element modeling technique. GeoRegina, Regina, Canada, Sept 28-Oct 1, Paper No. 417

*Dey, R., Hawlader, B., Phillips, R., and Soga, K. (2014). Stability analysis of a river bank slope with an existing shear band. Geohazards6, Kingston, Ontario, Canada, June 15–18, 8p

*Roy, K., Hawlader, B., and Kenny, S. (2014). Influence of low confining pressure on lateral soil/pipeline interaction in dense sand. 33rd International Conference on Ocean, Offshore and Arctic Engineering (OMAE2014), San Francisco, California, USA, June 8–13, Paper No. OMAE2014-24601

*Ahmed, S. and Hawlader, B. (2014). Finite element modeling of inclined load capacity of suction caisson in sand with Abaqus/Explicit. 24th International and Polar Engineering Conference, Busan, Korea, June 15–20, 463–469

*Pike, K., Kenny, S., and Hawlader, B. (2014). Effects of geohazards on energy pipelines: technology framework supporting engineering design and emerging tools. Geohazards6, Kingston, Ontario, Canada, June 15–18, 6p

*Roy, K., Hawlader, B., Kenny, S., and Moore, I. (2014). Finite element modeling of uplift pipeline/soil interaction in dense sand. Geohazards6, Kingston, Ontario, Canada, June 15–18, 8p

*Dey, R., Hawlader, B., Phillips, R., and Soga, K. (2013). Progressive failure of slopes with sensitive clay layers. 18th International Conference on Soil Mechanics and Geotechnical Engineering-2013, Paris, France. Paper No. 2177-2180

*Pike, K., Kenny, S., and Hawlader, B. (2013). Advanced analysis of pipe-soil interaction accounting for strain localization. GeoMontreal 2013, 6p

*Dutta, S., Hawlader, B., and Phillips, R. (2013). Numerical investigation on dynamic embedment of offshore pipelines. 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France, September 2–5, 2013. Paper No. 2347-2350

*Dutta, S., Hawlader, B., and Phillips, R. (2012). Strain softening and rate effects on soil shear strength in modeling of vertical penetration of offshore pipelines. 9th International Pipeline Conference, IPC2012, September 24-28, 2012, Calgary, Alberta, Paper No. IPC2012-90233

*Dutta, S., Hawlader, B., and Phillips, R. (2012) Finite element modeling of partially embedded offshore pipelines. 22nd International Offshore and Polar Engineering Conference, Rhodes, Greece, June 17–22, pp. 343–348

*Dey, R., Hawlader, B., Phillips, R., and Soga, K. (2012) Effects of shear band propagation on submarine landslide. 22nd International Offshore and Polar Engineering Conference, Rhodes, Greece, June 17–22, pp. 766–772

*Fouzder, A., Zakeri, A., and Hawlader, B. (2012). Steel catenary risers at touchdown zone – a fluid dynamics approach to understanding the water–riser–soil interaction. 9th International Pipeline Conference, IPC2012, September 24–28, Calgary, Alberta, 8p, Paper No. IPC2012-90283

*Iftekharuzzaman, M. and Hawlader, B. (2012). Finite element modelling of steel pile foundation in sand under lateral load. 65th Canadian Geotechnical Conference, September 30–October 3, Winnipeg, Manitoba, 8p

*Iftekharuzzaman, M. and Hawlader, B. (2012). Numerical modeling of pullout capacity of a suction pile in sand under oblique load. 2nd International Conference on Geotechnique, Construction Materials and Environment, Kuala Lumpur, Malaysia, Nov. 14–16, 6p

*Roy, K. and Hawlader, B. (2012). Soil restraint against lateral and oblique motion of pipes buried in dense sand. 9th International Pipeline Conference, IPC2012, September 24–28, Calgary, Alberta, 7p, Paper No. IPC2012-90100

*Eskandari, F., Phillips, R., and Hawlader, B. (2012). Finite element analyses of seabed response to ice keel gouging, 65th Canadian Geotechnical Conference, Winnipeg, Manitoba, September 30–October 3, 8p

*Dey, R., Hawlader, B., Phillips, R., and Soga, K. (2011). Modeling earthquake induced pore pressure for submarine slope stability analysis. 2011 Pan-American CGS Geotechnical Conference, Toronto, Canada, October 2–6, Paper No. 208, 7p

*Eskandari, F., Phillips, R., and Hawlader, B. (2011). Ice gouging analysis using NorSand critical state soil model. 2011 Pan-American CGS Geotechnical Conference, Toronto, Canada, October 2–6, Paper No. 995, 8p

*Seo, D., Kenny, S., Hawlader, B., and Phillips, R. (2011). Yield envelopes for oblique pipeline/soil interaction in cohesive soil using ALE procedure. 2011 Pan-American CGS Geotechnical Conference, Toronto, Canada, October 2–6, Paper No. 845, 8p

*Chi, K., Zakeri, A., and Hawlader, B. (2011). Centrifuge modeling of subaqueous and subaerial landslides impact on suspended pipelines. 2011 Pan-American CGS Geotechnical Conference, Toronto, Canada, October 2–6, Paper No. 707, 5p

*Pike, K., Kenny, S., and Hawlader, B. (2011). Advanced numerical simulations of ice gouge events and implications for engineering design. 21st International Conference on Port and Ocean Engineering under Arctic Conditions July 10–14, 2011, Montréal, Canada, Paper No. ID POAC11-100, 10p

Zakeri, A., *Chi, K., and Hawlader, B. (2011). Modeling of submarine glide block impact on pipelines. 5th International Symposium on Submarine Mass Movements and Their Consequences, Kyoto, Japan, October 24–26, 8p

Zakeri, A., *Chi, K., and Hawlader, B. (2011). Centrifuge modeling of glide block and out-runner block impact on submarine pipelines. Offshore Technology Conference, Houston, Texas, USA, 2–5 May, Paper No. OTC 21256, 9p

*Eskandari, F., Phillips, R., and Hawlader, B. (2010). A state parameter modified Drucker-Prager cap model. 63rd Canadian Geotechnical Conference, Calgary, Canada, September 12–16, 8p

Morgan, V., Hawlader, B., and Zhou, J. (2006). Mitigation of frost heave of chilled gas pipelines using temperature cycling. 6th International Pipeline Conference, Calgary, Canada, Sept 25–29, Paper No. IPC06-0169, 5p

Roy, P.K, Mann, G., and Hawlader, B. (2005). Fuzzy rule-adaptive model predictive control for a multi-variable heating system. IEEE Conference on Control Applications, Toronto, pp. 260–265

Hawlader, B., Morgan, V., and Clark, J.I. (2004). A simplified solution for frost heave prediction of chilled pipelines. 12th International Specialty Conference on Cold Regions Engineering, Edmonton, Canada, May 16–19, 8p

Morgan, V., Clark, J.I., Hawlader, B., and Zhou, J. (2004). Prediction of long-term frost heave of chilled gas pipelines by centrifuge modeling. 5th International Pipeline Conference, Calgary, Canada, Oct 4–8, Paper No. IPC04-0139, 7p

Morgan, V., Clark, J., and Hawlader, B. (2004). Modeling of frost heave of gas pipelines in arctic conditions. International Conference on Terrain and Geohazard Challenges Facing Onshore Oil and Gas Pipelines, London, UK, June 2–4, 11p

Selected Technical Reports

“Geotechnical reports for the Plant Site, Tailing Dykes, Ore Preparation Plant, River Water Intake, and Roads for the Kearl Oil Sands project.” Report to Imperial Oil Resources Ventures Limited (IORVL), 2006–2009

“Project offshore deep slopes (PODS)-Phase II.” Report to ten oil and gas companies, 2005

“Soil relaxation effects during long-term soil-pipeline interaction events.” Report to TransCanada Pipelines, C‑CORE Report R-04-075-334, 2005

“Centrifuge testing for frost heave mitigation effects.” Report to Colt KBR. C-CORE Report Number R-06-019-422, 2006

“Centrifuge modeling of frost heave in Calgary silt.” Report to Mackenzie Gas Project. C‑CORE Report Number R-04-043-326, 2004

“Centrifuge and analytical modeling of chilled buried pipelines subjected to frost heave.” Report to Gas Research Institute (GRI). Report No. GRI-05/0048, 2004

“Centrifuge modeling of frost heave of buried chilled gas pipelines.” Report to Pipeline Research Council International (PRCI), C-CORE Report No. R-03-051-162, 2003

“Extended model for pipe soil interaction.” Report to PRCI, Report No. PR-271-0184, 2003

“Backfill/Rockdump model testing”, Report to Coflexip Stena Offshore Norge AS, C-CORE Report R 02 C 007-153, 2002

“Centrifuge modeling of pipeline stress due to heavy equipment encroachment”, Report to Gas Research Institute (GRI). C-CORE Report R-02-018-609, 2002