{"id":8,"date":"2016-04-27T09:53:18","date_gmt":"2016-04-27T09:53:18","guid":{"rendered":"http:\/\/qufaculty.qu.edu.qa\/heid\/?page_id=8"},"modified":"2024-05-30T09:47:59","modified_gmt":"2024-05-30T09:47:59","slug":"publications","status":"publish","type":"page","link":"http:\/\/qufaculty.qu.edu.qa\/heid\/publications\/","title":{"rendered":"Publications"},"content":{"rendered":"

[vc_row][vc_column][vc_column_text]Selected Publications<\/strong><\/p>\n

Journal Papers<\/em><\/strong><\/p>\n

Eid, H.T.<\/strong>, Elshafie, M.Z.E.B., O\u2019Sullivan, B., Khalil, M.E., Mahmoud, A., Stollberg, R. (2024) \u201cApplicability of construction dewatering techniques for randomly fractured rock\u201d Proceedings of the Institute of Civil Engineers (ice), Geotechnical Engineering Journal<\/em>.<\/em><\/p>\n

Eid, H.T.<\/strong>, Elshafie, M.Z.E.B., O\u2019Sullivan, B. (2024) \u201cSimple procedure for preliminary estimation of the permeability of randomly fractured rock masses\u201d International Journal of Geomechanics, ASCE, Vol. 24, Issue 3, 04023291-1to11.<\/em><\/p>\n

Eid, H.T.<\/strong>, Elshafie, M.Z.E.B., O\u2019Sullivan, B., Mahmoud, A., Stollberg, R. (2023) \u201cEstimating the permeability of fractured rock masses for design of construction dewatering systems\u201d Engineering Geology, Vol. 323, 10723, 14P.<\/em><\/p>\n

Eid, H.T. <\/strong>(2020). \u201cUndrained interface shear strength of fine-grained soils for near-shore marine pipelines.\u201d ASTM Geotechnical Testing Journal, Vol. 32, No. 2, pp. 495-516.<\/em> DOI: 10.1520\/GTJ20180188.<\/em><\/p>\n

Hayden, C.P., Purchase-Sanborn, K., Dewoolkar, M, and Eid, H.T.<\/strong> (2019). \u201cDiscussion: Comparison of site-specific and empirical correlations for drained residual shear strength.\u201d G\u00e9otechnique<\/em>, 1-13.<\/p>\n

Eid, H.T.<\/strong>, Al-Nohmi, N.M., Wijewickreme, D., and Amarasinghe, R.S. (2019). \u201cDrained peak and residual interface shear strengths of fine-grained soils for pipeline geotechnics\u201d. ASCE Journal of Geotechnical and Geoenvironmental Engineering,Vol. 145, No.10, 06019010-1to7.<\/em><\/p>\n

Eid, H.T., <\/strong>and Rabie, K.H. (2018). Closure to \u201cFully softened shear strength for soil slope stability analyses\u201d International Journal of Geomechanics, ASCE, Vol. 18, Issue 4,07018002-1to4.<\/em><\/p>\n

Eid, H.T., <\/strong>and Rabie, K.H. (2017). \u201cFully softened shear strength for soil slope stability analyses\u201d International Journal of Geomechanics, ASCE, Vol. 17, Issue 1, 04016023-1to10.<\/em><\/p>\n

Eid, H.T<\/strong>., Rabie, K.H., and Wijewickreme, D. (2016). \u201cDrained residual shear strength at effective normal stresses relevant to soil slope stability analyses\u201d Engineering Geology, Vol. 204, pp. 94-107<\/em><\/p>\n

Eid, H.T.<\/strong>, Amarasinghe, R.S., Rabie, K.H., and Wijewickreme, D. (2015). \u201cResidual shear strength of fine-grained soils and soil-solid interfaces at low effective normal stresses\u201d Canadian Geotechnical Journal, Vol. 52, No. 2, pp. 198-210.<\/em><\/p>\n

Eid, H.T.<\/strong>, and Shehada, A.A. (2015). \u201cEstimating the elastic settlement of piled foundations on rock\u201d International Journal of Geomechanics, ASCE, Vol. 15, No. 3.<\/em><\/p>\n

Eid, H.T.<\/strong> (2014). \u201cStability charts for uniform slopes in soils with nonlinear failure envelopes\u201d Engineering Geology, Vol. 168, pp. 38-45.<\/em><\/p>\n

Wijewickreme, D., Amarasinghe, R., and Eid, H. <\/strong>(2014). \u201cMacro-scale test device for assessing soil-solid interface friction under low effective normal stresses\u201d Geotechnical Testing Journal, ASTM, Vol. 37, No. 1, pp. 121-138.<\/em><\/p>\n

Eid, H.T.<\/strong> (2013). \u201cBearing capacity and settlement of skirted shallow foundations on sand\u201d International Journal of Geomechanics, ASCE, Vol. 13, No. 5, pp. 645-652.<\/em><\/p>\n

Eid, H.T.<\/strong>, and Bani-Hani, K. (2012). “Settlement of Axially Loaded Piles Entirely Embedded in Rock \u2013 Analytical and Experimental Study” Geomechanics and Geoengineering<\/em>, Vol. 7, No. 2, pp. 139-148.<\/em><\/p>\n

Eid, H.T.<\/strong> (2011). “Shear Strength of Geosynthetic Composite Systems for Design of Landfill Liner and Cover Slopes” Geotextiles and Geomembranes<\/em>, Vol. 29, No. 3, pp. 335-344.<\/em><\/p>\n

Eid, H.T.<\/strong> (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.<\/em><\/p>\n

Eid, H.T.<\/strong>, 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. <\/em><\/p>\n

Eid, H.T.<\/strong> (2007). “A Technique for Estimating Permeability of a Randomly Fractured Rock Mass” Acta Geotechnica International Journal, Vol. 2, No. 2,<\/em> pp. 97-102.<\/em><\/p>\n

Eid, H.T.<\/strong>, 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.<\/em><\/p>\n

Eid, H.T.<\/strong> (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.<\/em><\/p>\n

Eid, H.T.<\/strong>, Stark, T.D., Evans, W.D., and Sherry, P. (2000). \u201cMunicipal Solid Waste Slope Failure I: Waste and Foundation Soil Properties\u201d Journal of Geotechnical and geoenvironmental Engineering, ASCE, Vol. 126, No. 5, pp. 397-407.<\/em><\/p>\n

Stark, T.D., Eid, H.T.<\/strong>, Evans, W.D., and Sherry, P. (2000). \u201cMunicipal Solid Waste Slope Failure II: Stability Analyses\u201d Journal of Geotechnical and geoenvironmental Engineering, ASCE, Vol. 126, No. 5, pp. 408-419.<\/em><\/p>\n

Eid, H.T.<\/strong>, Stark, T.D., and Doerfler, C.K. (1999). \u201cEffect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay liner\u201d Geosynthetics International Journal, Vol. 6, No. 3, pp. 219-239.<\/em><\/p>\n

Stark, T.D., and Eid, H.T.<\/strong> (1998). \u201cPerformance of Three-Dimensional Slope Stability Method in Practice\u201d Journal of Geotechnical and geoenvironmental Engineering, ASCE, Vol. 124, No. 11, pp. 1049-1060.<\/em><\/p>\n

Eid, H.T.<\/strong> and Stark, T.D. (1997). \u201cShear Behavior of an Unreinforced Geosynthetic Clay liners\u201d Geosynthetics International Journal, Vol. 4, No. 6, pp. 645-659.<\/em><\/p>\n

Stark, T.D., and Eid, H.T.<\/strong> (1997). \u201cSlope Stability Analyses in Stiff Fissured Clays\u201d Journal of Geotechnical and geoenvironmental Engineering, ASCE, Vol. 123, No. 4, pp. 335-343.<\/em><\/p>\n

Stark, T.D., and Eid, H.T.<\/strong> (1996). \u201cShear Behavior of Reinforced Geosynthetic Clay liners\u201d Geosynthetics International Journal, Vol. 3, No. 6, pp. 771-786.<\/em><\/p>\n

Stark, T.D., Williamson, T.A., and Eid, H.T.<\/strong> (1996).\u201cHDPE Geomembrane\/Geotextile Interface Shear Strength\u201d Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 3, pp. 197- 203.<\/em><\/p>\n

Stark, T.D., and Eid, H.T.<\/strong> (1994). \u201cDrained Residual Strength of Cohesive Soils\u201d Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 5, pp. 856-871.<\/em><\/p>\n

Stark, T.D., and Eid, H.T.<\/strong> (1993). \u201cModified Bromhead Ring Shear Apparatus\u201d Geotechnical Testing Journal, ASTM, Vol. 16, No. 1, pp. 100-107.<\/em><\/p>\n

 <\/p>\n

Conference Papers<\/em><\/strong><\/p>\n

Eid, H.<\/strong> (2020). \u201cFully Softened and Residual Shear Strengths of Midra Shale\u201d International Conference on Civil Infrastructure and Construction (CIC 2020)<\/em>, Doha, Qatar, 2-5 February 2020, DOI: https:\/\/doi.org\/10.29117\/cic.2020.0098<\/a>, pp. 754-758.<\/p>\n

Eid, H.<\/strong>, O\u2019Sullivan, B., Elshafie, M., Stollberg, R., Kalin R. (2020) \u201cPredicted and Back-calculated Coefficients of Permeability of Randomly Fractured Rock Mass: A Case Study\u201d International Conference on Civil Infrastructure and Construction (CIC 2020),<\/em> DOI: <\/em>https:\/\/doi.org\/10.29117\/cic.2020.009<\/em><\/a>, <\/em>PP. 748-753.<\/p>\n

Amarasinghe, R., Wijewickreme, D., and Eid, H.T.<\/strong> (2016). \u201cSome observations on soil-pipe interface shear strength in direct shear under low effective normal stresses and large displacement\u201d Proceedings of the 11th<\/sup> International Pipeline Conference (IPC2016), Calgary, Alberta, Canada.<\/em><\/p>\n

Amarasinghe, R., Wijewickreme, D., and Eid, H.T.<\/strong> (2014). \u201cLaboratory testing of full-scale pipes partially embedded in soil to study soil-pipe interaction of offshore seabed oil and gas pipelines \u2013initial observations\u201d Proceedings of the 10th<\/sup> International Pipeline Conference (IPC2014), Calgary, Alberta, Canada.<\/em><\/p>\n

Eid, H.T.<\/strong>, and Shehada, A.A. (2014). \u201cNumerical study on settlement of piled foundations on homogenous rock\u201d Proceedings of the 8th<\/sup> European Conference on Numerical Methods in Geotechnical Engineering (NUMGE14), Delft, the Netherlands, Vol. 1, pp. 669-673.<\/em><\/p>\n

Eid, H.T.<\/strong>, and Shehada, A.A. (2013). \u201cEstimating the elastic settlement of vertically loaded single piles in rock\u201d The 3rd<\/sup> 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.<\/em><\/p>\n

Amarasinghe, R., Wijewickreme, D., and Eid, H.T.<\/strong> (2012). \u201cSome observations on steel pipeline-sand interface shear strength under low effective normal stresses\u201d Proceedings of the 65th<\/sup> Canadian Geotechnical Conference (GeoManitoba 2012), Winnipeg, Canada.<\/em><\/p>\n

Eid, H.T.<\/strong> (2011). \u201cGeotechnical Considerations on the Design of Piled Rafts on Rock\u201d Proceedings of <\/em>the 6th<\/sup> International Structural Engineering and Construction Conference<\/em> (ISEC6)<\/em>, Z<\/em>\u00fc<\/em>rich, pp. 653-658.<\/em><\/p>\n

Eid, H.T.<\/strong> (2004). \u201cShear Strength for Locating Critical Slip Surface in Stiff Clay Slopes\u201d Proceedings of the 9th<\/sup> International Symposium on Landslides, Rio De Janeiro, Brazil, Vol. 2, pp. 1037-1044.<\/em><\/p>\n

Eid, H.<\/strong>T., and Al-Ansari, O.M. (2004). “Large-scale Land Reclamation and Soil Improvement for a City Expansion” Proceedings of the 5th<\/sup> International Conference on Case Histories in Geotechnical Engineering, New York, USA.<\/em><\/p>\n

Eid, H.T.<\/strong>, and Abdel-Ghaffar, M.E.M. (2003). “When Clay Secondary Consolidation Helps: Two Case Studies” Proceedings of the 12th<\/sup> Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Singapore, pp. 155-158.<\/em><\/p>\n

Eid, H.T.<\/strong> (2002). “Interactive Shear Strength Behavior of Landfill Composite Liner System Components” Proceedings of the 7th<\/sup> Geosynthetics International Conference, Nice, France, pp. 587-590.<\/em><\/p>\n

Eid, H.T.<\/strong> (2001). “Correlation between Shale Index Properties Derived from Different Sample Preparation Procedures” Proceedings of the 15th<\/sup> International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Turkey, Vol. 1, pp. 77-80.<\/em><\/p>\n

Eid, H.T.<\/strong> (2000). \u201cA Technique for Back-Calculating the Postliquefaction Shear Strength of Sands\u201d Proceedings of the 4th<\/sup> International Geotechnical Engineering Conference, Cairo University, Egypt, pp. 389- 400.<\/em><\/p>\n

Eid, H.T.<\/strong> (2000). \u201cThe Role of Non-Uniform Hydration in Failure of Unreinforced Geosynthetic Clay Liner Slopes\u201d Proceedings of the 4th<\/sup> International Geotechnical Engineering Conference, Cairo University, Egypt, 401- 413.<\/em><\/p>\n

Eid, H.T.<\/strong>, and Stark, T.D. (1998). \u201cUndrained Shear Strength from Cone Penetration Tests\u201d Proceedings of the 1st<\/sup> International Conference on Site Characterization (ISC\u201998), Atlanta, USA, Vol. 2, pp. 1021-1025.<\/em><\/p>\n

Stark, T.D., and Eid, H.T.<\/strong> (1992). \u201cComparison of Field and Laboratory Residual Strengths\u201d Proceedings of ASCE Specialty Conference on Stability and Performance of Slope and Embankment-II, Berkeley, California, USA, Vol. 1, pp. 876-889.<\/em>[\/vc_column_text][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"

[vc_row][vc_column][vc_column_text]Selected Publications Journal Papers Eid, H.T., Elshafie, M.Z.E.B., O\u2019Sullivan, B., Khalil, M.E., Mahmoud, A., Stollberg, R. (2024) \u201cApplicability of construction […]<\/p>\n","protected":false},"author":545,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-8","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"http:\/\/qufaculty.qu.edu.qa\/heid\/wp-json\/wp\/v2\/pages\/8","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/qufaculty.qu.edu.qa\/heid\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"http:\/\/qufaculty.qu.edu.qa\/heid\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"http:\/\/qufaculty.qu.edu.qa\/heid\/wp-json\/wp\/v2\/users\/545"}],"replies":[{"embeddable":true,"href":"http:\/\/qufaculty.qu.edu.qa\/heid\/wp-json\/wp\/v2\/comments?post=8"}],"version-history":[{"count":6,"href":"http:\/\/qufaculty.qu.edu.qa\/heid\/wp-json\/wp\/v2\/pages\/8\/revisions"}],"predecessor-version":[{"id":54,"href":"http:\/\/qufaculty.qu.edu.qa\/heid\/wp-json\/wp\/v2\/pages\/8\/revisions\/54"}],"wp:attachment":[{"href":"http:\/\/qufaculty.qu.edu.qa\/heid\/wp-json\/wp\/v2\/media?parent=8"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}