S - Kam Ng PhD Dissertation Final.pdf - Digital Repository of CCEE ...

2707.10. ReferencesComputers and Structures, Inc. (CSI). (2008). CSI Analysis Reference Manual ForSAP2000 ® , ETABS ® , and SAFE ® . Berkeley, CA.Coyle, H. M, Bartoskewitz, R. E., and Berger, W. J. (1973). ―Bearing Capacity by WaveEquation Analysis – State of Art.‖ Texas Transportation Institute, Texas A & MUniversity, August.Hannigan, P.J., Goble, G.G., Thendean, G., Likins, G.E. and Rausche, F. (1998). Design andConstruction of Driven Pile Foundations – Volumn II, FHWA-HI-97-013. NationalHighway Institute, Federal Highway Administration, U.S. Department ofTransportation, Washington, D.C.Malkawi, A. I. H. and Ayasrah, I. M. (2000). ―Identification of Soil-Pile Model InteractionParameters from Recorded Time-Displacement Signals.‖ Application of Stress-WaveTheory to Piles: Quality Assurance on Land and Offshore Piling: At Taylor &Francis, Balkema, Rotterdam, September, pp. 233-240.Mayne, P. W. (2007). Cone Penetration Test: A Synthesis of Highway Practice. NCHRPSynthesis 368, Transportation Research Board, Washington, D.C.McVay, Michael, and Ching Kuo. (1999). Estimate Damping and Quake by UsingTraditional Soil Testing. Department of Civil Engineering, University of Florida,Gainesville, FL.Ng, K. W., Suleiman, M. T., Sritharan, S., Roling, M., and AbdelSalam, S. S. (2011).Development of LRFD Design Procedures for Bridge Pile Foundations in Iowa –Field Testing of Steel Piles in Clay, Sand and Mixed soils and Data Analysis. FinalReport Vol. II. IHRB Project No. TR-573. Institute of Transportation, Iowa StateUniveristy, Ames, IA.Paikowsky, S. G., Regan, J. E., and McDonnell, J. J. (1994). A Simplified Field Method forCapacity Evaluation of Driven Piles. FHWA-RD-94-042. Federal HighwayAdministration, U.S. Department of Transportation, Washington, D.C.Pile Dynamic, Inc. (2000). CAPWAP for Windows Manual. Pile Dynamic, Inc., Cleveland,OH.Liang, Y. (2000). ―Correlation Study of Smith Damping Coefficient and SPT Blow Count.‖