Selected Publications
Journal Papers
Eid, H.T., Elshafie, M.Z.E.B., O’Sullivan, B., Khalil, M.E., Mahmoud, A., Stollberg, R. (2024) “Applicability of construction dewatering techniques for randomly fractured rock” Proceedings of the Institute of Civil Engineers (ice), Geotechnical Engineering Journal.
Eid, H.T., Elshafie, M.Z.E.B., O’Sullivan, B. (2024) “Simple procedure for preliminary estimation of the permeability of randomly fractured rock masses” International Journal of Geomechanics, ASCE, Vol. 24, Issue 3, 04023291-1to11.
Eid, H.T., Elshafie, M.Z.E.B., O’Sullivan, B., Mahmoud, A., Stollberg, R. (2023) “Estimating the permeability of fractured rock masses for design of construction dewatering systems” Engineering Geology, Vol. 323, 10723, 14P.
Eid, H.T. (2020). “Undrained interface shear strength of fine-grained soils for near-shore marine pipelines.” ASTM Geotechnical Testing Journal, Vol. 32, No. 2, pp. 495-516. DOI: 10.1520/GTJ20180188.
Hayden, C.P., Purchase-Sanborn, K., Dewoolkar, M, and Eid, H.T. (2019). “Discussion: Comparison of site-specific and empirical correlations for drained residual shear strength.” Géotechnique, 1-13.
Eid, H.T., Al-Nohmi, N.M., Wijewickreme, D., and Amarasinghe, R.S. (2019). “Drained peak and residual interface shear strengths of fine-grained soils for pipeline geotechnics”. ASCE Journal of Geotechnical and Geoenvironmental Engineering,Vol. 145, No.10, 06019010-1to7.
Eid, H.T., and Rabie, K.H. (2018). Closure to “Fully softened shear strength for soil slope stability analyses” International Journal of Geomechanics, ASCE, Vol. 18, Issue 4,07018002-1to4.
Eid, H.T., and Rabie, K.H. (2017). “Fully softened shear strength for soil slope stability analyses” International Journal of Geomechanics, ASCE, Vol. 17, Issue 1, 04016023-1to10.
Eid, H.T., Rabie, K.H., and Wijewickreme, D. (2016). “Drained residual shear strength at effective normal stresses relevant to soil slope stability analyses” Engineering Geology, Vol. 204, pp. 94-107
Eid, H.T., Amarasinghe, R.S., Rabie, K.H., and Wijewickreme, D. (2015). “Residual shear strength of fine-grained soils and soil-solid interfaces at low effective normal stresses” Canadian Geotechnical Journal, Vol. 52, No. 2, pp. 198-210.
Eid, H.T., and Shehada, A.A. (2015). “Estimating the elastic settlement of piled foundations on rock” International Journal of Geomechanics, ASCE, Vol. 15, No. 3.
Eid, H.T. (2014). “Stability charts for uniform slopes in soils with nonlinear failure envelopes” Engineering Geology, Vol. 168, pp. 38-45.
Wijewickreme, D., Amarasinghe, R., and Eid, H. (2014). “Macro-scale test device for assessing soil-solid interface friction under low effective normal stresses” Geotechnical Testing Journal, ASTM, Vol. 37, No. 1, pp. 121-138.
Eid, H.T. (2013). “Bearing capacity and settlement of skirted shallow foundations on sand” International Journal of Geomechanics, ASCE, Vol. 13, No. 5, pp. 645-652.
Eid, H.T., and Bani-Hani, K. (2012). “Settlement of Axially Loaded Piles Entirely Embedded in Rock – Analytical and Experimental Study” Geomechanics and Geoengineering, Vol. 7, No. 2, pp. 139-148.
Eid, H.T. (2011). “Shear Strength of Geosynthetic Composite Systems for Design of Landfill Liner and Cover Slopes” Geotextiles and Geomembranes, Vol. 29, No. 3, pp. 335-344.
Eid, H.T. (2010). “Two and three-dimensional analyses of translational slides in soils with nonlinear failure envelopes” Canadian Geotechnical Journal, Vol. 47, No. 4, pp. 388-399.
Eid, H.T., Alansari, O.A, Odeh, A.M., Nasr, M.N., and Sadek, H.A. (2009). “Comparative Study on the Behavior of Square Foundations Resting on Confined Sand” Canadian Geotechnical Journal, Vol. 46, No. 4., pp. 438-453.
Eid, H.T. (2007). “A Technique for Estimating Permeability of a Randomly Fractured Rock Mass” Acta Geotechnica International Journal, Vol. 2, No. 2, pp. 97-102.
Eid, H.T., Elleboudy, A.M., Elmarsafawi, H.G., and Salama, A.G. (2006). “Stability Analysis and Charts for Slopes Susceptible to Translational Failure” Canadian Geotechnical Journal, Vol. 43, No. 12, pp. 1374-1388.
Eid, H.T. (2006). “Factors Influencing Determination of Shale Classification Indices and Their Correlation to Mechanical Properties” Geotechnical and Geological Engineering Journal, Vol. 24, No. 6 , pp. 1695-1713.
Eid, H.T., Stark, T.D., Evans, W.D., and Sherry, P. (2000). “Municipal Solid Waste Slope Failure I: Waste and Foundation Soil Properties” Journal of Geotechnical and geoenvironmental Engineering, ASCE, Vol. 126, No. 5, pp. 397-407.
Stark, T.D., Eid, H.T., Evans, W.D., and Sherry, P. (2000). “Municipal Solid Waste Slope Failure II: Stability Analyses” Journal of Geotechnical and geoenvironmental Engineering, ASCE, Vol. 126, No. 5, pp. 408-419.
Eid, H.T., Stark, T.D., and Doerfler, C.K. (1999). “Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay liner” Geosynthetics International Journal, Vol. 6, No. 3, pp. 219-239.
Stark, T.D., and Eid, H.T. (1998). “Performance of Three-Dimensional Slope Stability Method in Practice” Journal of Geotechnical and geoenvironmental Engineering, ASCE, Vol. 124, No. 11, pp. 1049-1060.
Eid, H.T. and Stark, T.D. (1997). “Shear Behavior of an Unreinforced Geosynthetic Clay liners” Geosynthetics International Journal, Vol. 4, No. 6, pp. 645-659.
Stark, T.D., and Eid, H.T. (1997). “Slope Stability Analyses in Stiff Fissured Clays” Journal of Geotechnical and geoenvironmental Engineering, ASCE, Vol. 123, No. 4, pp. 335-343.
Stark, T.D., and Eid, H.T. (1996). “Shear Behavior of Reinforced Geosynthetic Clay liners” Geosynthetics International Journal, Vol. 3, No. 6, pp. 771-786.
Stark, T.D., Williamson, T.A., and Eid, H.T. (1996).“HDPE Geomembrane/Geotextile Interface Shear Strength” Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 3, pp. 197- 203.
Stark, T.D., and Eid, H.T. (1994). “Drained Residual Strength of Cohesive Soils” Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 5, pp. 856-871.
Stark, T.D., and Eid, H.T. (1993). “Modified Bromhead Ring Shear Apparatus” Geotechnical Testing Journal, ASTM, Vol. 16, No. 1, pp. 100-107.
Conference Papers
Eid, H. (2020). “Fully Softened and Residual Shear Strengths of Midra Shale” International Conference on Civil Infrastructure and Construction (CIC 2020), Doha, Qatar, 2-5 February 2020, DOI: https://doi.org/10.29117/cic.2020.0098, pp. 754-758.
Eid, H., O’Sullivan, B., Elshafie, M., Stollberg, R., Kalin R. (2020) “Predicted and Back-calculated Coefficients of Permeability of Randomly Fractured Rock Mass: A Case Study” International Conference on Civil Infrastructure and Construction (CIC 2020), DOI: https://doi.org/10.29117/cic.2020.009, PP. 748-753.
Amarasinghe, R., Wijewickreme, D., and Eid, H.T. (2016). “Some observations on soil-pipe interface shear strength in direct shear under low effective normal stresses and large displacement” Proceedings of the 11th International Pipeline Conference (IPC2016), Calgary, Alberta, Canada.
Amarasinghe, R., Wijewickreme, D., and Eid, H.T. (2014). “Laboratory testing of full-scale pipes partially embedded in soil to study soil-pipe interaction of offshore seabed oil and gas pipelines –initial observations” Proceedings of the 10th International Pipeline Conference (IPC2014), Calgary, Alberta, Canada.
Eid, H.T., and Shehada, A.A. (2014). “Numerical study on settlement of piled foundations on homogenous rock” Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE14), Delft, the Netherlands, Vol. 1, pp. 669-673.
Eid, H.T., and Shehada, A.A. (2013). “Estimating the elastic settlement of vertically loaded single piles in rock” The 3rd International Conference on Civil Engineering and Building Materials (CEBM 2013), Hong Kong, also Published in the Advanced Material Research Journal, Vol. 831, pp. 307-313.
Amarasinghe, R., Wijewickreme, D., and Eid, H.T. (2012). “Some observations on steel pipeline-sand interface shear strength under low effective normal stresses” Proceedings of the 65th Canadian Geotechnical Conference (GeoManitoba 2012), Winnipeg, Canada.
Eid, H.T. (2011). “Geotechnical Considerations on the Design of Piled Rafts on Rock” Proceedings of the 6th International Structural Engineering and Construction Conference (ISEC6), Zürich, pp. 653-658.
Eid, H.T. (2004). “Shear Strength for Locating Critical Slip Surface in Stiff Clay Slopes” Proceedings of the 9th International Symposium on Landslides, Rio De Janeiro, Brazil, Vol. 2, pp. 1037-1044.
Eid, H.T., and Al-Ansari, O.M. (2004). “Large-scale Land Reclamation and Soil Improvement for a City Expansion” Proceedings of the 5th International Conference on Case Histories in Geotechnical Engineering, New York, USA.
Eid, H.T., and Abdel-Ghaffar, M.E.M. (2003). “When Clay Secondary Consolidation Helps: Two Case Studies” Proceedings of the 12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Singapore, pp. 155-158.
Eid, H.T. (2002). “Interactive Shear Strength Behavior of Landfill Composite Liner System Components” Proceedings of the 7th Geosynthetics International Conference, Nice, France, pp. 587-590.
Eid, H.T. (2001). “Correlation between Shale Index Properties Derived from Different Sample Preparation Procedures” Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Turkey, Vol. 1, pp. 77-80.
Eid, H.T. (2000). “A Technique for Back-Calculating the Postliquefaction Shear Strength of Sands” Proceedings of the 4th International Geotechnical Engineering Conference, Cairo University, Egypt, pp. 389- 400.
Eid, H.T. (2000). “The Role of Non-Uniform Hydration in Failure of Unreinforced Geosynthetic Clay Liner Slopes” Proceedings of the 4th International Geotechnical Engineering Conference, Cairo University, Egypt, 401- 413.
Eid, H.T., and Stark, T.D. (1998). “Undrained Shear Strength from Cone Penetration Tests” Proceedings of the 1st International Conference on Site Characterization (ISC’98), Atlanta, USA, Vol. 2, pp. 1021-1025.
Stark, T.D., and Eid, H.T. (1992). “Comparison of Field and Laboratory Residual Strengths” Proceedings of ASCE Specialty Conference on Stability and Performance of Slope and Embankment-II, Berkeley, California, USA, Vol. 1, pp. 876-889.