Journal Papers:

[J1] AbdelSalam, S. S., Sritharan, S., and Suleiman, M. T. (2010).Current Design and Construction Practices of Bridge Pile Foundations with Emphasis on Implementation of LRFD. ASCE Journal of Bridge Engineering,15(6):749-758.

[J2] Roling, M., S. AbdelSalam, S. Sritharan, and M, Suleiman. 2011. An Investigation of Design and Construction Practices for Bridge Pile Foundations in Iowa County Jurisdictions for LRFD Calibration. Transportation Research Record: Journal of the Transportation Research Board of the National Academies, 2204 / 2011: 233-241.

[J3]Roling, M., Sritharan, S., and Suleiman, M. 2011. An Introduction to the PIle LOad Tests (PILOT) Database and the Establishment of LRFD Resistance Factors for the Construction Control of Driven Steel H-Piles. ASCE Journal of Bridge Engineering, 16(6): 728-738.

[J4] AbdelSalam, S., Sritharan, S., Suleiman, M. 2011. LRFD Resistance Factors for Design of Driven H-Piles in Layered Soils. ASCE Journal of Bridge Engineering, 16(6): 729-748.

[J5] Ng, K. W., Roling, M., AbdelSalam, S., Suleiman, M., and Sritharan, S. 2012. Pile Setup In Cohesive Soil with Emphasis on LRFD: An Experimental Investigation. ASCE Journal of Geotechnical and Geoenvironmental Engineering 139(2): 199-209.

[J6] Discussion by V. Diyaljee and Closure by the authors 2014. Pile Setup in Cohesive Soil. I: Experimental Investigation. ASCE Journal of Geotechnical and Geoenvironmental Engineering 140(2): 3 pages.

[J7] Muhannad T. Suleiman, Sherif S. AbdelSalam, and Sri Sritharan (2011) Improving Prediction of the Load-Displacement Response of Axially Loaded Friction Piles. Geo-Frontiers 2011: pp. 36-45

[J8] Ng, K., Sritharan, S. 2014. Integration of Construction Control and Pile Setup Into Load And Resistance Factor Design of Piles. Soils and Foundations 54(2): 197-208.

[J9] Ng, K. W. and Sritharan, S. 2013. Improving Dynamic Soil Parameters and Advancing the Pile Signal Matching Technique. Computers and Geotechnics 54(2): 166-174.

[J10] Ng, K. W., Suleiman, M., and Sritharan, S. 2012. Pile Setup In Cohesive Soil with Emphasis on LRFD: Analytical Quantifications and Design Recommendations. ASCE Journal of Geotechnical and Geoenvironmental Engineering 139(2): 199-209.

[J11] Ng, K., Sritharan, S. Dunker, K., and DeBoer, D. 2012. Verification of Recommended Load and Resistance Factor Design and Construction of Piles in Cohesive Soils. Transportation Research Record: Journal of the Transportation Research Board of the National Academies. 2310: 49-58.

Conference Papers:

[C1] AbdelSalam, S. S., Sritharan, S., and Suleiman, M. T. (2008). Current Design and Construction Practices of Bridge Pile Foundations. Proceeding of the International Foundations Congress and Equipment Expo, March 2009, Orlando, Florida.

[C2] Ng, K. W., Suleiman M. T., and Sritharan S., (2010). LRFD Resistant Factors including the Influence of Pile Setup for Design of Steel H-Pile Using WEAP. Proceeding of the annual geo-congress of the Geo-Institute of the ASCE.

[C3] Ng. K. W., Sritharan S., and Suleiman, M. T. (2011). A Procedure for Incorporating Pile Setup in Load and Resistance Factor Design of Steel H-Piles in Cohesive Soils. Transportation Research Board 90th Annual Meeting, January 23-27, 2011, Washington, DC.

[C4] Roling, M. J., Sritharan S., and Suleiman M. T. (2010). An Electronic Database for PIle LOad Tests in Iowa (PILOT-IA) A Paradigm for Data Archiving Needed for Regional LRFD Calibration. Transportation Research Board 89th Annual Meeting, January 10-14, 2010, Washington, DC.

[C5] AbdelSalam, S. S., Sritharan, S., and Suleiman, M. T. (2011). Investigation of LRFD Resistance Factors with Consideration to Soil Variability along the Pile Length. Accepted for the Geo-Frontiers Conference, March 2011, Dallas, Texas.

[C6] Suleiman, M. T., AbdelSalam, S. S., and Sritharan, S. (2011). Improving Prediction of the Load-Displacement Response of Axially Loaded Friction Piles. Accepted for the Geo-Frontiers Conference, March 2011, Dallas, Texas.

Reports:

[R1] Roling, M. J., Sritharan, S., and Suleiman, M. T. (2010). Development of LRFD Design Procedures for Bridge Pile Foundations in Iowa, Vol 1: An Electronic Database for PIle LOad Tests (PILOT) in Iowa. Final Report I for IHRB Projects: TR-573, TR-583 and TR- 584. Institute of Transportation, Iowa State University, Ames, Iowa.
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[R2] Ng, K. W., Suleiman, M. T., Roling, M. J., AbdelSalam, S. S., and Sritharan, S. (2011). Development of LRFD Design Procedures for Bridge Pile Foundations in Iowa, Vol 2: Field Testing of Steel Piles in Clay, Sand and Mixed Soils. Final Report II for IHRB Projects: TR-573, TR-583 and TR-584. Institute of Transportation, Iowa State University, Ames, Iowa.
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[R3] AbdelSalam, S. S., Sritharan, S., Suleiman, M. T., Ng, K. W., Roling, M. J., (2011). Development of LRFD Design Procedures for Bridge Pile Foundations in Iowa, Vol 3: Recommended Resistant Factors with Consideration to Construction Control and Setup. Final Report III for IHRB Projects: TR-573, TR-583 and TR-584. Institute of Transportation, Iowa State University, Ames, Iowa.
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[R4] Green, D., K. W. Ng, K. F. Dunker, S. Sritharan, and M. Nop. 2012. Development of LRFD Procedures for Bridge Pile Foundations, Vol 4: Design Guide and Track Examples. Final Report to Iowa Highway Research Board. IHTB Projects TR-573, TR-583, and TR-584, Institute for Transportation, 162 pp. May, Iowa State University, Ames, Iowa.
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