Geotechnical Engineering Circular No. 9 Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities
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| Geotechnical Engineering , Vol. 116, No. 12:1831-50. Gabr, MA, RH. Borden, K.H. Cho, S. Clark, and J.B. Nixon. 2002. “p-y Curves for Laterally Loaded Drilled Shafts Embedded in Weathered Rock Report FHWA/NC/2002/08, North Carolina State University, Raleigh, NC. Gandhi, SR. and Selvam, S. 1997. Group Effect on Driven Piles Under Lateral Load Journal of Geotechnical and Geoenviromental Engineering, ASCE, Vol, No. 8: 702-709. Geopile, LLC. 2000. Strain Wedge Model SWM6.1 computer program, http://www.swgeopile.com. Goodman, RE, Heuze, FE, Bureau, G. 1972. On Modeling Techniques for the Study of Tunnels in Jointed Rock Fourteenth Symposium on Rock Mechanics. Gowda, PK. 1991. Laterally Loaded Pile Analysis for Layered Soil Based on the Strain Wedge Model University of Nevada, Reno, NV. Greimann, Land Wolde-Tinsae, AM. Design Model for Piles in Jointless Bridges Journal of Structural Engineering , ASCE, Vol. 114, No. 6:1354-1371. Gudehus, G. and Schwarz, W. 1985. Stabilization of creeping slopes by dowels Proc. 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Vol. 3: 1679-1700. Hadjian, AH, Fallgren, RB. and Tufenkjian, MR. 1992. Dynamic Soil-Pile-Structure Interaction, The State-of-Practice,” American Society of Civil Engineers (ASCE), Geotechnical Special Publication No. 34, Piles Under Dynamic Loads 1-26 Hannigan, P.J., Rausche, F, Likins, GE, Robinson, BR, and Becker, ML. 2016. Design and construction of Driven Pile Foundations Geotechnical Engineering Circular No. 12, Vol. I and II, Federal Highway Administration, Report No. FHWA-NHI-16-009. Washington, DC. Hannigan, P.J., Goble, G.G., Thendean, G, Likins, GE, and Rausche, F. 2006. Design and Construction of Driven Pile Foundations - Vol. I, Report No. FHWA-NHI-05-042. Washington, DC National Highway Institute, US. Department of Transportation, Federal Highway Administration, 209 Hassiotis, S, Chameau, J. Land Gunaratne, M. 1997. Design method for stabilization of slopes with piles Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 4: 314-323. Hayes, J. and Simmonds, A. 2002. Interpreting strain measurements from load tests in bored piles. Proceedings of the 9th International Conference on Piling and Deep Foundations, Nice, France, 3–5 June 2002. Deep Foundations Institute, Hawthorne, NJ, 663–669. Hetenyi, M. 1946. Beams on Elastic Foundations The University of Michigan Press, Ann Arbor, Michigan. Hoek, EC. Carranza-Torres and B. Corkum. 2002. “Hoek-Brown Failure Criterion - 2002 Edition in R. Hammah et al. (Eds, NARMS-TAC 2002: Mining and Tunneling Innovation and Opportunity, Vol. 1, Toronto, University of Toronto Pres 267-273. Hoek, E. and ET. Brown. 1980. Empirical Strength Criterion for Rock Masses Journal of the Geotechnical Engineering Division, Vol. 106, No. 9, September 1013-1035. Hoek, E. and ET. Brown. 1988. The Hoek–Brown Failure Criterion—A 1988 Update Rock Engineering for Underground Excavations, Proceedings 15th Canadian Rock Mechanics Symposium, Toronto, ON, Canada 31–38. Hoek, E, PK. Kaiser, and W.F. Bawden. 1995. Support of Underground Excavations in Hard Rock AA. Balkema, Rotterdam, The Netherlands. Horne, RM. 1971. Plastic Theory of Structures, 1 st Edition, Nelson, Walton-on- Thames. Huang, AB, Hsueh, CK, O’Neill, MW, Chern, S, Chen, C. 2001. Effects of Construction on Laterally Loaded Pile Groups Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 5: 385-397. Idaho Transportation Department. 2008. Bridge Design LRFD Manual, Boise, ID. Ilyas, T, Leung, CF, Chow, Y. K, and Budi, SS. Centrifuge Model Study of Laterally Loaded Pile Groups in Clay Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130(3): 274-283. ISRM. 1981. Basic Geotechnical Description of Rock Masses International Society of Rock Mechanics, 1981. Isenhower, WM, and Wang, ST. 2015. Technical Manual for LPILE 2015 (Using Data Format Version Download 6.03 Mb. Share with your friends:
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