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References

American Petroleum Institute (2002). “API Recommended Practice 2A-WSD - Planning, Designing, and Constructing Fixed Offshore Platforms – Working Stress Design”. 21st ed. American Petroleum Institute. 2003.

Coyle, H.M. and Reese, L.C. “Load Transfer for Axially Loaded Piles in Clay”, Proceedings, ASCE, Vol. 92, No. SM2, 1966.

Franke, K.W., and Rollins, K.M., 2013. Simplified Hybrid p-y Spring Model for Liquefied Soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 139, No. 4, pp. 564-576.

Georgiadis, M. 1983. Development of p-y curves for layered soils. Proceedings of the Geotechnical Practice in Offshore Engineering, ASCE: 536-545.

Isenhower, W.M. 1999. Analysis of pile groups subjected to deep-seated soil displacements. Analysis, Design, Construction, and Testing of Deep Foundations, Austin, Texas, (OTRC): 150-164.

Johnson, R.M., Parsons, R.L., Dapp, S.D., and Brown, D.A. (2006) "Soil Characterization and p-y Curve Development for Loess". Kansas Department of Transportation, Bureau of Materials and Research, July.

Liang, R. Yang, K., and Nusairat.J. 2009. "p-y Criterion for Rock Mass." Journal of Geotechnical and Geoenvironmental Engineering. Vol. 135, No. 1, pp. 26-36.

Loehr, E.J. and Brown, D.A. (2008). “A Method for Predicting Mobilization Resistance for Micropiles Used in Slope Stabilization Applications”, A Report Prepared for the Joint ADSC/DFI Micropile Committee.

Matlock, H. 1970. Correlations for design of laterally loaded piles in soft clay. Proceedings of the II Annual Offshore Technology Conference, Houston, Texas, (OTC 1204): 577-594.

Mosher, R. L., “Load Transfer Criteria for Numerical Analysis of Axially Loaded Piles in Sand,” U. S. Army Waterways Experiment Station, Automatic Data Processing Center, Vicksburg, Mississippi, January, 1984.

Peck, R.B., W.E. Hanson & T.H. Thorburn 1974. Foundation engineering, 2nd edn. New York: Wiley.

Reese, L.C. & K.J. Nyman 1978. Field load test of instrumented drilled shafts at Islamorada, Florida. A report to Girdler Foundation and Exploration Corporation (unpublished), Clearwater, Florida.

Reese, L.C., W.R. Cox & F.D. Koop 1974. Field testing and analysis of laterally loaded piles in sand. Proceedings of the VI Annual Offshore Technology Conference, Houston, Texas, 2(OTC 2080): 473-485.

Reese, L.C., W.R. Cox & F.D. Koop 1975. Field testing and analysis of laterally loaded piles in stiff clay. Proceedings of the VII Annual Offshore Technology Conference, Houston, Texas, 2(OTC 2312): 672-690.

Reese, L.C. and O’Neill, M.W. (1988) “Drilled Shafts: Construction Procedures and Design Methods.” Prepared for U.S. Department of Transportation, Federal Highway Administration, in cooperation with the Association of Foundation Drilling.

Reese, L.C. & W.F. Van Impe 2011. Single Piles and Pile Groups Under Lateral Loading, 2nd Edition. London: Taylor & Francis Group.

Rollins, K.M., Gerber, T.M., Lane, J.D., Ashford, S.A. 2005a. Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand. Journal of the Geotechnical and Geoenvironmental Engineering Division, ASCE. Vol. 131, pp 115-125.

Simpson, M. and Brown, D.A. 2003. Development of P-Y Curves for Piedmont Residual Soils. Project No. B-424 (2). Highway Research Center, Harbert Engineering Center, Auburn University.

Wang, S.T., and Reese, L.C., 1998. Design of Piles Foundations in Liquefied Soils. Geotechnical and Earthquake Engineering and Soil Dynamics III, Geotechnical Special Publication No. 75, ASCE, pp. 1331-1343.

Welch, R.C. & L.C. Reese 1972. Laterally loaded behavior of drilled shafts. Research Report 3-5-65-89. Center for Highway Research. University of Texas, Austin.

Bearing Capacity of Driven Piles

Meyerhof, G.G. (1976), "Bearing Capacity and Settlement of Pile Foundations," Journal of Geotechnical Engineering Division, ASCE, Vol. 102, No. GT3, Proc. Paper 11962, pp. 195-228.

Nordlund, R.L. (1963), "Bearing Capacity of Piles in Cohesionless Soils," ASCE, SM&F Journal SM-3.

Nordlund, R.L. (1979), "Point Bearing and Shaft Friction of Piles in Sand," 5th Annual Fundamentals of Deep Foundation Design, University of Missouri-Rolla.

Peck, Hanson and Thornburn (1974) Foundation Engineering, John Wiley & Sons, New York, 2nd edition.

Thurman, A.G. (1964), "Computed Load Capacity and Movement of Friction and End-Bearing Piles Embedded in Uniform and Stratified Soil," Ph.D. Thesis, Carnegie Institute of Technology.

Tomlinson, M.J. (1980), Foundation Design and Construction, Pitman Advanced Publishing, Boston, MA, 4th edition.

Tomlinson, M.J. (1985), Foundation Design and Construction, Longman Scientific and Technical, Essex, England.

Mathias, D. and Cribbs, M. (1998), DRIVEN 1.0 User's Manual. Publication No. FHWA-SA-98-074.

Group Pile Analysis

Cox, W.R., Dixon, D.A., and Murphy, B.S. (1984). Lateral load tests of 25.4mm diameter piles in very soft clay in side-by-side and in-line groups. Laterally Loaded Deep Foundations: Analysis and Performance. American Society for Testing and Materials.

Dunnavant, T.W., and O’Neil, M.W. (1986). Evaluation of design-oriented methods for analysis of vertical pile groups subjected to lateral load. Numerical Methods in Offshore Piling (pp.303-316). Institut Francais du Petrole.

Lieng, J.T. (1988). Behaviour of Laterally Loaded Piles in Sand, Large Scale Model Tests. Norwegian Institute of Technology, Department of Civil Engineering.

Prakash, S. (1962). Behaviour of Pile Groups Subjected to Lateral Load. University of Illinois.

Schmidt, H.G. (1981). Group action of laterally loaded bored piles. Tenth International Conference, Soil Mechanics and Foundation Engineering, (pp.833-837). Stockholm.

Schmidt, H.G. (1985). Horizontal load tests on files of large diameter bored piles. Eleventh International Conference, Soil Mechanics and Foundation Engineering, (pp. 569-1573). San Francisco.

Wang, S-T. (1986). Analysis of Drilled Shafts Employed in Earth-Retaining Structures. The University of Texas at Austin.

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