Geotechnical Engineering Circular No. 9 Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities
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| Conference on Numerical Methods in Offshore Piling , Nantes, France Norris G. and Abdollaholiaee, P. 1985. Laterally Loaded Pile Response Studies with the Strain Wedge Model Report CCEER-85-1, University of Nevada, Reno, NV. Nusairat, J, Liang, RY, Engel, R, Hanneman, D, Abu-Hejleh, N, and Yang, K. 2004. Drilled Shaft Design for Sound Barrier Walls, Signs, and Signals Report CDOT-DTD-R-2004-8, Colorado Department of Transportation. Nusairat, J, Liang, Rand Engel, R. 2006. Design of Rock Socketed Drilled Shafts. FHWA/OH- 2006/21.” Federal Highway Administration and Ohio Department of Transportation, Office of Research and Development, Columbus, OH. Ohio Department of Transportation. 2014. Drilled Shaft Landslide Stabilization Design Geotechnical Bulletin GB, Office of Geotechnical Engineering. O’Neill, MW, and Dunnavant, TWA study of Effects of Scale, Velocity, and Cyclic Degradability on Laterally Loaded Single Piles in Overconsolidated Clay Department of Civil Engineering, University of Huston- University Park, Houston, Texas, Report No. UHCE 84-7, October 1984. 212 O’Neill, MW, Brown, DA, Townsend, F.C., and Abar, N. 1997. Innovative Load Testing of Deep Foundations Transportation Research Record 1569, Transportation Research Board, Washington, DC. O’Neill, MW. and Reese, LC. 1999. Drilled Shafts Construction Procedures and Design Methods FHWA Report No. IF. Washington DC Federal Highway Administration, US. Department of Transportation. Paikowsky, S.G., et al. 2004. Load Resistance Factor Design (LRFD) for Deep Foundations, NCHRP Report 507, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC. Pilling, P, Ashour, M, and Norris, GM. Strain Wedge Model Hybrid Analysis of a Laterally Loaded Pile Group Transportation Research Record, TRB, No. 1772, National Academy Press, Washington, DC 151-121. Pincus, H.J., Brown, DA, Hidden, SA. and Zhang, S. 1994. Determination of PY curves using inclinometer data. ASTM Geotechnical Testing Journal, 17(2). Poulos, HG. Design of Reinforcing Piles to Increase Slope Stability Canadian Geotechnical Journal, Vol. 32:.808-818. Poulos, HG. Design of Slope Stabilizing Piles Slope Stability Engineering, Yagi, Yamagami and Jiang. Poulos, HG, and Davis, EH. Pile Foundations Analysis and Design New York, NY John Wiley and Sons. Poulos, HG. and Davis, E. 1980. Pile Foundation Analysis and Design New York, NY John Wiley and Sons. Poulos, HG, and. Hull, TS. 1989. The Role of Analytical Geomechanics in Foundation Engineering Foundation Engineering Current Principles and Practices 1578-1606. Prakash, Sand Sharma, H. D. 1990. Pile Foundations in Engineering Practice New York, NY John Wiley and Sons. PCI. 2004. “PCI Design Handbook Precast and Prestressed Concrete Sixth Edition, L.D. Martin, C.J. Perry (Eds. Chicago, IL Pre-Stressed Concrete Institute. Rao, SN, Ramakrishna VG. ST, Rao, MB. 1998. Influence of Rigidity on Laterally Loaded Pile Groups in Marine Clay Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 6, June 1998: 542-549. Reese, LC. 1958. Discussion of Soil Modulus for Laterally Loaded Piles by B. McClelland and J.A. Focht, Jr, Transactions, ASCE, Vol. 123: 1071-1074. Reese, LC. 1986. Behavior of Piles and Pile Groups Under Lateral Load, Report No. FHWA/RD-85/106. Washington DC Federal Highway Administration, US. Department of Transportation. Reese, LC. Analysis of laterally loaded piles in weak rock Journal of Geotechnical and Geoenvironmental Engineering, Vol.123(11), ASCE, Reston, VA. 213 Reese, LC, and Matlock, H. 1956. “Non-dimensional solutions for laterally loaded piles with soil modulus assumed proportional to depth Proceedings, Eight Texas Conference on Soil Mechanics and Foundation Engineering, Austin, Texas 1-23. Reese, LC, and Matlock, H. 1966. Behavior of a Two- Dimensional Pile Group Under Inclined and Eccentric Loading Proceedings, Offshore Exploration Conference, Long Beach, CA 123-140. Reese, LC. and Nyman, K.J. 1978. Field load test of instrumented drilled shafts at Islamorada, Florida. Report to Girdler Foundation and Exploration Corporation, Clearwater, Florida (unpublished) – see summary in Reese, LC, Isenhower, WM. and Wang, ST (2006) Analysis and Design of Shallow and Deep Foundations, Wiley, Hoboken, NJ. Reese, LC, and Welch, RC. Lateral loadings of deep foundations in stiff clay Journal of Geotechnical Engineering, ASCE, 101(7): 633-649. Reese, LC, Cox, W. Rand Koop, FD. Analysis of Laterally Loaded Piles in Sand 6th Offshore Technology Conference, Houston, Vol. 2: 473-483. Reese, LC, Cox, W. Rand Koop, FD. Field testing and analysis of laterally loaded piles in stiff clay 7th Offshore Technology Conference 671-690. Reese, LC, Wang, ST, Isenhower, WM, and Arrellaga, J. A. 2005. Technical Manual, LPILE plus 5.0 for windows, Ensoft, Inc, Austin, Texas. Reese, LC. and Welch, RC. 1975. Lateral Loading of Deep Foundations in Stiff Clay J. Geot. Eng. Div, ASCE, Vol. 101, No. GT 633-649. Reese, LC, and Van Impe, W.F. 2001. Single piles and pile groups under lateral loading AA. Balkema, Brookfield, VT, 2001. Richardson, E.V. and Davis, SR. 2001. Evaluating Scour at Bridges Hydraulic Engineering Circular No. 18, Fourth Edition, FHWA NHI 01-001. Washington DC Federal Highway Administration, US. Department of Transportation. Rocscience. 2007. Computer program RocTest online. https://www.rocscience.com/. Rollins, KM. and Rollins, R. L. 1992. Landslide stabilization using drilled shaft walls In ground movements and structures, Vol. 4, Edited by Geddes, JD, Pentech Press, London 755-770. Rollins, KM, Peterson, KT. & Weaver, T.J. 1998. Lateral load behavior of full-scale pile group in clay Journal of the Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No 468-478. Rollins KM, Sparks A.E. and Peterson KT. 2000. Lateral load capacity and passive resistance of full- scale pile group and cap Transportation Research Record, 1736:24-32. Rollins, KM, Olsen, R.J., Egbert, J.J., Olsen, KG, Jensen, DH, and Garrett, B.H. 2003. Response, Analysis, and Design of Pile Groups Subjected to Static and Dynamic Lateral Loads Report No. UT, performed by Brigham Young University, Sponsored by Utah Department of Transportation Research Division, Salt Lake City, UT. Rollins, KM, Johnson, SR, Petersen, KT, Weaver, T.J. 2003. Static and Dynamic Lateral Load Behavior of Pile Groups Based on Full-Scale Testing Proceedings of The Thirteenth 2003. International Offshore and Polar Engineering Conference, Honolulu, HI. 214 Rollins, KM, Gerber, TM, Lane, JD, and Ashford, SA. 2005. Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131, No. 1: 115-125. Rollins KM, Olsen, KG, Jensen, DH, Garrett, B.H., Olsen, R.J., and Egbert, J.J. 2006. Pile Spacing Effects on Lateral Pile Group Behavior Analysis. Journal of Geotechnical. and Geoenvironmental Engineering, Vol. 132(10): 1272-1283. Rollins, KM, and Brown, DA. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway- Bridge Pile Foundations by Improving Weak Soils NCHRP Report No. 697. Washington, DC. Ruesta, PF, and Townsend, F.C. 1997. Prediction of Lateral Load Response of a Pile Group Transportation Research Record, 1569: 36-47. Sabatini, P. J, Tanyu, B, Armour, T, Groneck, P, and Keeley, J. 2005. “Micropile Design and Construction National Highway Institute Course No 132078, Report No. FHWA-NHI-05-039. Washington DC Federal Highway Administration, US. Department of Transportation. Shamsabadi, A, Ashour, M. and Norris G. 2005. Bridge Abutment Nonlinear Force Displacement- Capacity Prediction for Seismic Design Journal of Geotechnical and Geoenvironmental Download 6.03 Mb. Share with your friends:
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