• Users Manual For The Texas Quick Load Method For Foundations Reviews
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• Users Manual For The Texas Quick Load Method For Foundations Program

Users Manual For The Texas Quick Load Method For Foundations Reviews

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73BIBLIOGRAPHY*AASHTO. 1994. LRFD Bridge and Construction Specifications.AASHTO, Washington, DC.AASHTO. 1996/2000. LRFD Bridge Design Specifications: 2ndLRFD Edition—2000 Interim Revisions. AASHTO, Washing-ton, DC.AASHTO. 1997. Standard Specifications for Highway Bridges: 16thEdition (1996 with 1997 interims). AASHTO, Washington, DC.AASHTO. 2001. LRFD Bridge Design Specifications. AASHTO,Washington, DC.American Concrete Institute (ACI). 1995, Building Code Require-ments for Reinforced Concrete. American Concrete Institute,Detroit, MI.American Institute of Steel Construction (AISC). 1994. Load andResistance Factor Design. Manual of Steel Construction, Amer-ican Institute of Steel Construction, Chicago, IL.American Petroleum Institute (API). 1989. Draft RecommendedPractice for Planning, Designing and Constructing Fixed OffshorePlatforms—Load and Resistance Factor Design. API RP2A-LRFD. American Petroleum Institute, Dallas, TX.ASCE. 1993. 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Probability Based Load Criteria—Load Factors and Load*Bibliographic material not verified by TRB.

Texas Quick Baseball 7u

Combinations. Journal of the Structural Division, ASCE, Vol.108, ST5, pp. 978–997.Esrig, M. I., and Kirby, R. C. 1979. Soil Capacity for Supporting DeepFoundation Members in Clay. ASTM STP. No. 670, pp. 27–63.Eurocode 7. 1997. Geotechnical Design—Part I: General Rules. Euro-pean Committee for Standardization, Central Secretariat, Brussels.FHWA. 1988. Geotechnical Guideline No. 13. FHWA, 37 pp.Fragaszy, R., Higgins, J., and Lawton, E. 1985. Development ofGuidelines for Construction Control of Pile Driving and Estima-tion of Pile Capacity: Phase I. Washington DOT Report WA/RD-68.1, Olympia, Washington, 83 pp.Freudenthal, A. 1947. Safety of Structures. Transactions of theASCE. Vol. 112, pp. 125–180.Galambos, T., and Ravindra, M. 1978. Properties of Steel for Usein LRFD. Journal of Structural Engineering, Vol. 104, No. 9, pp.1459–1468.Gates, M., 1957. Empirical Formula for Predicting Pile BearingCapacity. Civil Engineering, Vol. 27, No. 3, pp. 65–66.Geosciences Testing and Research, Inc. 1997. Dynamic Pile TestingReport, Central Artery/Tunnel Project C07D2, I-90/Airport Inter-change Arrivals Tunnel—Phase I, East Boston, Massachusetts.Geosciences Testing and Research, Inc. North Chelmsford, MA.Geosciences Testing and Research, Inc. (GTR). 1998. Dynamic PileTesting Report, Central Artery/Tunnel Project C07D2, I-90/Airport Interchange Toll Plaza, East Boston, Massachusetts.Geosciences Testing and Research, Inc., North Chelmsford, MA.Goble, G. 1999. NCHRP Synthesis of Highway Practice 276: Geo-technical Related Development and Implementation of Loadand Resistance Factor Design (LRFD) Methods. TRB, NationalResearch Council, Washington, DC.Goble, G., Likens, G., and Rausche, F. 1970. Dynamic Studies onthe Bearing Capacity of Piles—Phase III. Report No. 48. Divi-sion of Solid Mechanics, Structures, and Mechanical Design.Case Western Reserve University.Goble, G., and Rausche, F. 1976. Wave Equation Analysis of PileDriving-WEAP Program. Vol. 1–4. FHWA #IP-76-14.1 through#IP-76-14.4.GRL, Inc. 1999. Pile-Driving Analyzer, PAK Users Manual. Goble,Rausche, Likins and Associates, Inc.Grant, E., and Leavenworth, R. 1996. Statistical quality control. 7thed., McGraw-Hill, New York, NY, 1996. pp. 764.Hajduk, E., Paikowsky, S., Hölscher, P., and Barends, F. 2000. Accel-erations of a Driven Pile and the Surrounding Soil. Proceedings ofthe 6th International Conference on the Applications of Stress-Wave Theory to Piles, S. Niyama, and J. Beim eds., September11–13, São Paulo, Brazil, Balkema, Rotterdam-the Netherlands,pp. 541–548.Hamilton, J., and Murff, J. 1992. Selection of LRFD ResistanceFactors for Pile Foundation Design. American Society of CivilEngineers Structures Congress, April 13–15, San Antonio, Texas,Proceedings Structures Congress ’92, ASCE.Hannigan, P., Goble, G., Thendean, G., Likins, G., and Rausche, F.1995. Design and Construction of Driven Pile Foundation.FHWA, Washington, DC.Hannigan, R., Goble, G., Thendean, G., Likins, G., and Rausche, F.1996. Design and Construction of Driven Piles Foundations—Volume II (Working Draft). U.S. DOT, FHWA. Washington, DC.Hansen, B. 1953. Earth Pressure Calculation. Danish TechnicalPress, Copenhagen, Denmark.Hansen, B. 1956. Limit Design and Safety Factors in Soil Mechan-ics. Bulletin No. 1, Danish Geotechnical Institute, Copenhagen,Denmark.74Hansen, B. 1966. Code of Practice for Foundation Engineering.Bulletin No. 22, Danish Geotechnical Institute, Copenhagen,Denmark.Hasofer, A. M., and Lind, N. C. 1974. An Exact and Invariant First-Order Reliability Format. Journal of Engineering Mechanics,Vol. 100. No. EM1, pp. 111–121.Hölscher, P. 1995. Dynamical Response of Saturated and Dry Soils.Delft University Press, Delft, The Netherlands.Hölscher, P., and Barends, F. 1996. In-situ Measurement of Soil-Motion near the Toe of a Dynamically Loaded Pile. In Proceed-ings, 5th International Conference of the Application of Stress-Wave Theory to Piles, September 11–13, 1996 Orlando, FL (F.C.Townsend, M. Hussein, and M. McVay, eds.), pp. 26–36.Japanese Geotechnical Society. 1998. Foundation Design Stan-dards in the World—Toward Performed-Based Design. ResearchCommittee on Present & Future of Japanese Foundation Designand Soil Investigation in View of International Equivalency.Kulhawy, F., and Phoon, K. 1996. Engineering Judgment in theevolution from Deterministic to Reliability-Based FoundationDesign. Proceedings of the 1996 Conference on Uncertainty inthe Geologic Environment, UNCERTAINTY’96. Part 1 (of 2),July 31–Aug. 31, Madison, WI, ASCE, NY, pp. 29–48.Kulhawy, F., and Mayne, P. 1990. Manual on Estimating of SoilProperties for Foundation Design. Electric Power Research Insti-tute, Palo Alto, CA.Kuo, C., McVay, M., and Birgisson, M. 2002. Calibration of Loadand Resistance Factor Design: Resistance Factors for DrilledShaft Design, TRB, Transportation Research Record, No. 1808,pp.108–111, Annual Meeting, January 13–17, Washington, DC.Lai, P., and Graham, K. 1995. Static Pile Bearing Analysis Program.SPT94. http://www.dot.state.fl.us/structures/manuals/spt94.zipLong, J.; Bozkurt, D.; Kerrigan, J.; Wysockey, M. 1999. Value ofMethods for Predicting Axial Pile Capacity. TRB TransportationResearch Record No. 1663, pp. 57–63, 76th Annual Meeting,January, Washington, DC.Madsen, H.O., Krenk, S. and Lind, N.C. 1986. Methods of Struc-tural Safety. Prentice Hall, Englewood Cliffs, NJ.Mansour, A.E., Wirsching, P.H., Ayyub, B.M., and White, G.J.1994. Probability Based Ship Design Implementation of DesignGuidelines for Ships, Ship Structures Committee Draft Report.U.S. Coast Guard, Washington, DC.Massachusetts. Code of Massachusetts Regulations (CMR). StateBuilding Code—780, 1997. 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Meyerhof, G. 1970. Safety Factors in Soil Mechanics. CanadianGeotechnical Journal, Vol. 7, No. 4, pp. 349–355.Meyerhof, G. 1976. Bearing Capacity And Settlement Of PileFoundations. American Society of Civil Engineers, Journal ofthe Geotechnical Engineering Division, Vol. 102, No. 3, March,pp. 195–228.Meyerhof, G. 1994. Evolution of Safety Factors and GeotechnicalLimit State Design. Second Spencer J. Buchanan Lecture, TexasA and M University, Nov. 4, pp. 32.Middendorp, P., and Bielefeld, M. 1995. Statnamic Load Testingand the Influence of Stress Wave Phenomena. Proceedings of theFirst International Statnamic Seminar, Vancouver, BC, Canada,September 27–30, pp. 207–220.Middendorp, P., and van Weel, P. 1986. Application of Character-istic Stress-Wave Method in Offshore Practice. Proceedings ofNumerical Methods in Offshore Piling: 3rd International Con-ference, Nantes, May 21–22, Editions Technip.Moses, F. 1985. Implementation of a Reliability-Based API RP2AFormat, Final Report. 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Paikowsky, S., Regan, J., and McDonnell, J. 1994. A SimplifiedField Method for Capacity Evaluation of Driven Piles. FHWA-RD-94-042, FHWA.Paikowsky, S., and Stenersen, K. 2000. The Performance of theDynamic Methods, their Controlling Parameters and Deep Foun-dation Specifications. Keynote lecture in Stress Wave 2000, Pro-ceedings of the Sixth International Conference on the Applicationof Stress-Wave Theory to Piles, S. Niyama, and J. Beim eds., Sep-tember 12, São Paulo, Brazil, Balkema, Rotterdam—the Nether-lands, pp. 281–304.Paikowsky, S., and Whitman, R. 1990. The Effect of Plugging onPile Performance and Design. Canadian Geotechnical Journal,Vol. 27, No. 4, pp. 429–440.Paikowsky, S., Whitman, R., and Baligh, M. 1989. A New Look atthe Phenomenon of Offshore Pile Plugging. Marine Geotechnol-ogy, Vol. 8, No. 3, pp. 213–230.Payer, H., Huppmann, H., Jochum, C., Madsen, H., Nittinger, K.,Shibata, H., Wild, W., and Wingender, H. 1994. Plenary PanelDiscussion on How Safe is Safe Enough? 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Texas Quick 7u

Users Manual For The Texas Quick Load Method For Foundations Program