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

15Chapter 7 – An Improved CAPWAP Matching Procedure for the Quantification ofDynamic Soil Properties: Development of an improved CAPWAP signal matchingprocedure. Correlation studies between dynamic soil parameters (damping and quakevalues) and SPT and CPT measured soil properties for the enhancement of pileresistance estimations.Chapter 8 – Summary, Conclusions and Recommendations: Summary of theresearch, conclusions, and recommendations for future research.1.7. ReferencesAASHTO. (1994). LRFD Bridge Design Specifications. First Edition, American Associationof State Highway and Transportation Officials, Washington, D.C.AASHTO. (2007). LRFD Bridge Design Specifications. Customary U.S. Units, ForthEdition, 2008 Interim, American Association of State Highway and TransportationOfficials, Washington, D.C.AASHTO. (2010). LRFD Bridge Design Specifications. Customary U. S. Units, FifthEdition, 2010 Interim Revisions, American Association of State Highway andTransportation Officials, Washington, D.C.AbdelSalam, 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.Allen, T. M. (2005). Development of Geotechnical Resistance Factors and Downdrag LoadFactors for LRFD Foundation Strength Limit State Design. FHWA-NHI-05-052,Federal Highway Administration, U.S. Department of Transportation, Washington,D.C.American Society for Testing and Materials (ASTM). (2008). Standard Test Method forHigh-Strain Dynamic Testing of Piles. ASTM D 4945, 1916 Race Street,Philadelphia, PA 19103.Coduto, D. P. (2001). Foundation Design: Principles and Practices. Second Edition, PrenticeHall, NJ.