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. J., AbdelSalam, S. S., Sritharan, S., and Suleiman, M. T. (2010). An Investigation of Design and Construction Practices for Bridge Pile Foundations in Iowa County Jurisdictions for LRFD Calibration. Submitted to the TRB Low-Volume Roads Conference and Journal, March 2010, under review.


[J3] Roling, M. J., S. Sritharan, and M. T. Suleiman. An Introduction PILOT Database and the Establishment of LRFD Resistance Factors for the Construction Control of Driven Steel H- Piles. ASCE Journal of Bridge Engineering, under review.


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


[J5] Ng, K.W., Suleiman, M.T., and Sritharan, S. (2011). “Pile Setup in Cohesive Soil with Emphasis on LRFD:An Experimental Investigation.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Under Review.


[J6] AbdelSalam, S. S., Suleiman, M. T. , and Sritharan, S. (2010). “Modeling Axially Loaded Friction Steel H-Piles using the Load-Transfer Approach Based on a Modified Borehole Shear Test”. Manuscript in preparation.



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.
Click here for Tech Transfer summary.


[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.
Click here for Tech Transfer summary.


[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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