EI 02C097
01 Jul 97
Old Gallows Road, Suite 405, Vienna, VA, C1-C12.
Board, 2101 Constitution Avenue, Washington, DC.
International Conference of Building Officials 1991
Bieniawski 1984
Bieniawski, Z. T. 1984. Rock Mechanics Design in Mining
International Conference of Building Officials. 1991.
and Tunneling, A. A. Balkema, Rotterdam/Boston.
"Uniform Building Code," 5360 South Workman Mill Road,
Whittier, CA.
Pile Buck, Inc. 1988
Bogard and Matlock 1983
Pile Buck, Inc. 1988. "Testing Methods of Driven Piles,"
Bogard, D., and Matlock, H. 1983 (Apr). "Procedures for
Pile Buck Annual, P.O. Box 1056, Jupiter, FL, Chapter 13,
Analysis of Laterally Loaded Pile Groups in Soft Clay,"
Proceedings, Geothechnical Practice in Offshore
pp 297-318.
Engineering, American Society of Civil Engineers,
Pile Buck, Inc. 1992
New York, NY.
Pile Buck, Inc. 1992. "Design of Pile Foundations,"
Foundations, P.O. Box 1056, Jupiter, FL, pp 1-69.
Bowles 1968
Bowles, J. E. Foundation Analysis and Design, Appendix
Precast and Prestressed Concrete Institute 1988
A, McGraw-Hill, NY.
Broms 1964a
Precast and Prestressed Concrete Institute. 1988. "Recom-
mended Practice for the Design of Prestressed Concrete
Broms, B. B. 1964a. "Lateral Resistance of Piles in
Columns and Walls," PCI Committee on Prestressed
Cohesive Soils," Journal of the Soil Mechanics and
Concrete Columns, PCI Journal, Vol 33, No. 4, pp 56-95.
Foundations Division, American Society of Civil Engineers,
New York, NY,Vol 90, pp 27-63.
A-2. Related Publications
Broms 1964b
American Petroleum Institute 1987
Broms, B. B. 1964b. "Lateral Resistance of Piles in
Cohesionless Soil," Journal of the Soil Mechanics and
American Petroleum Institute. 1987 (Apr). "Recommended
Foundations Division, American Society of Civil Engineers,
Practice for Planning, Designing, and Constructing Fixed
Offshore Platforms, API Recommended Practice 2A
New York, NY, Vol 90, pp 123-156.
(RP 2A)," Seventeenth Edition.
Broms 1965
Awoshika and Reese 1971
Broms, B. B. 1965. "Design of Laterally Loaded Piles,"
Journal of Soil Mechanics and Foundations Division,
Awoshika, K., and Reese, L. C. 1971 (Feb). "Analysis of
Foundation with Widely Spaced Batter Piles," Research
American Society of Civil Engineers, New York, NY, Vol
Report 117-3F, Project 3-5-68-117, Center for Highway
91, pp 79-99.
Research, University of Texas at Austin.
Bryant 1977
Baguelin, Jzquel, and Shields 1978
Bryant, L. M. 1977. "Three-Dimensional Analysis of
Baguelin, F., Jzquel, J. F., and Shields, D. H. 1978. The
Framed Structures with Nonlinear Pile Foundations,"
Pressuremeter and Foundation Engineering, Trans Tech
Unpublished Dissertation, University of Texas at Austin,
Publications.
Austin, TX.
Banerjee and Davies 1979
Canadian Geotechnical Society 1985
Banerjee, P. K., and Davies, T. G. 1979 (May). "Analysis
Canadian Geotechnical Society. 1985. "Canadian Foun-
of Some Reported Histories of Laterally Loaded Pile
dation Engineering Manual," 2nd Edition, BiTech Publishers
Groups." Proceedings, Numerical Methods in Offshore
Ltd., 801-1030 W. Georgia Street, Vancouver, B.C.
Piling, The Institute of Civil Engineers, London, pp 101-
108.
Cox, Reese, and Grubbs 1974
Barker et al. 1991
Cox, W. R., Reese, L. C., and Grubbs, B. R. 1974. "Field
Testing of Laterally Loaded Piles in Sand," Proceedings, 6th
Barker, R. M., et al. 1991. "Manual for the Design of
Bridge Foundations," National Cooperative Highway
Annual Offshore Technology Conference Paper No. OTC
Research Program Report 343, Transportation Research
2079, Houston, TX pp 459-472.
A-3
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