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

212Steve Megivern of this research project for their guidance. Special thanks are due to SherifS. AbdelSalam, Matthew Roling and Douglas Wood for their assistance with the field testsand to Donald Davidson and Erica Velasco for their assistance with the laboratory soil tests.5.10. ReferencesAbdelSalam, S. S., Sritharan, S., and Suleiman, M. T. (2010). ―Current Design andConstruction Practices of Bridge Pile Foundations with Emphasis on Implementationof LRFD.‖ Journal of Bridge Engineering, ASCE, 15(6), pp. 749-758.American Association of State Highway and Transportation Officials. (AASHTO). (2003).LRFD Bridge Design Specifications 2 nd Edition. 1998 with 2003 Interim.,Washington, D.C.American Association of State Highway and Transportation Officials (AASHTO) (2010).LRFD Bridge Design Specifications Customary U. S. Units 4 th Edition. 2008 Interim,Washington, D.C.Anderson, T. W., and Darling, D. A. (1952). ―Asymptotic Theory of Certain "Goodness-of-Fit" Criteria Based on Stochastic Processes.‖ Annals of Mathematical Statistics, 23,pp. 193-212.Barker, R., Duncan, J., Rojiani, K., Ooi, P., Tan, C., and Kim, S. (1991). NCHRP Report343: Manuals for the Design of Bridge Foundations. Transportation Research Board,Washington, D.C.Fellenius, B. H. (2002). ―Pile Dynamics in Geotechnical Practice-Six Case Histories.‖Geotechnical Special Publication No. 116: Proceedings of International DeepFoundations Congress 2002, ASCE, Feb 14–16, Edited by M. W. O’Neill and F. C.Townsend, Orlando, Florida, pp. 619-631.Huang, S. (1988). ―Application of Dynamic Measurement on Long H-Pile Driven into SoftGround in Shanghai.‖ Proceedings of 3 rd International Conference on the Applicationof Stress-Wave Theory to Piles, Edited by B. H. Fellenius, Ottawa, Ontario, Canada,pp. 635–643.Komurka, V. E., Winter, C. J., and Maxwell, S. (2005). ―Applying Separate Safety Factors to