Geotechnical Engineering Circular No. 9 Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities
Download 6.03 Mb. View original pdf
|
Soldier Rev B
| Institute , Vol. 1, No. 1: 54- 62. Brown, DA. and Bollman, HT. 1993. “Pile-Supported Bridge Foundations Designed for Impact Loading Appended Document to the Proceedings of Design of Highway Bridges for Extreme Events, Crystal City, Virginia 265-281. Brown, DA Reese, LC and O’Neill, MW. 1987. Cyclic Lateral Loading of a Large-Scale Pile Group Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 11: 1326-1343. Brown, DA Morisson, C and Reese, LC. Lateral Load Behavior of Pile Group in Sand Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 11: 1261-1276. Brown, DA, O’Neill, MW, Hoit, M, McVay, M, El Naggar, M. Hand Chakraborty, S. 2001. Static and Dynamic Lateral Loading of Pile Groups NCHRP Report 461, Transportation Research Board, Washington, DC. Brown, DA, Dapp, SD, Thompson, W.R., and Lazarte, CA. 2007. Design and Construction of Continuous Flight Auger Piles Geotechnical Engineering Circular No. 8, Report No. FHWA-HIF- 07-03. Washington, DC US. Department of Transportation, Federal Highway Administration. Brown, DA, Turner J.T., and Castelli, R. J. 2010. Drilled Shafts Construction Procedures and LRFD Design Methods Geotechnical Engineering Circular No. 10, Report No. FHWA NHI-10-016. Washington, DC US. Department of Transportation, Federal Highway Administration. Caltrans. 2006. Seismic Design Criteria, Version 1.4, Sacramento, CA. Caltrans. 2003. Lateral Load Tests of Pile Groups Lead to Improved Design Recommendations The GeoResearch Group, Research Notes, GRG Vol. 1, No. 6. Caltrans. 2014. WinYield, Column Design Load Procedure. Sacramento, CA California Department of Transportation. Coduto, DP, Kitch, WA, and Yeung, MR. 2016. Foundation Design Principles and Practices, Third Edition , Upper Saddle River, NJ Pearson Education. 207 Cox, W.R., Dixon, DA, and Murphy, BS. 1984. Lateral load tests of 25.4 mm diameter piles in very soft clay in side-by-side and inline groups Proceedings of Laterally Loaded Deep Foundations Analysis and Performance ASTM, SPT 835. Dapp, S, Brown, DA, Parsons, R.L. 2011. Hyperbolic p-y Model for Static and Cyclic Lateral Loading Derived from Full-Scale Lateral Load Testing in Cemented Loess Soils, Journal of Deep Foundations Institute, Vol. 5, No. 2, pp. 35-43. Davisson, MT, and Robinson, K. E. 1965. Bending and Buckling of Partially Embedded Piles Proceedings from the Sixth International Conference on Soil Mechanics and Foundation Engineering, Vol. 2: 243-264. De Sousa Coutinho, A.G.F. 2006. Data Reduction of Horizontal Load Full-scale Tests on Bored Concrete Piles and Pile Groups Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132(6), ASCE, Reston, VA. Dou, Hand Byrne, PM. Dynamic Response of Single Piles and Soil-pile Interaction Canadian Geotechnical Journal . Vol. 33. Ottawa, ON NRC Research Press. Duncan, J.M., and Wright, S.G. 2005. Soil Strength and Slope Stability, Hoboken, NJ John Wiley and Sons. Duncan, J.M., Evans, L.T.J., Ooi, P.S.K. 1994. Lateral Load Analysis of Single Piles and Drilled Shafts Journal of Geotechnical Engineering , Vol. 120: 1018-1033. Duncan J.M. and Mokwa R.L. 2001. Passive Earth Pressures Theories and Tests Journal of Geotechnical Engineering , Vol. 127, No, 3: 248-257. Dunniclif, J. 1998. “Geotechnical Instrumentation FHWA Report No. FHWA-HI-98-034. Dunnavant, T. W. 1986. Experimental and Analytical Investigation of the Behavior of Single Piles in Overconsolidated Clay Subjected to Cyclic Lateral Loads PhD. Dissertation, University of Houston, TX. Dunnavant, TWO Neill, MW. 1989. Experimental P-Y Model for Submerged Stiff Clay ASCE, Journal of Geotechnical Engineering , Vol. 115, No 1: 95-114. Elias, V, Welsh, JP, Warren, J, Lukas, R.G., Collin JG, and Berg, RR. 2006. Ground Improvement Methods Volumes I and II, FHWA-NHI-06-019 and FHWA NHI-06-020. Washington DC National Highway Institute, Federal Highway Administration, US. Department of Transportation. Ensoft. a. “LPILE Version 9.0, A Program for the Analysis and Design of Deep Foundations Under Lateral Loads Austin, Texas Ensoft, Inc. Ensoft. b. GROUP Version 10.0, A Program for the Analysis of Piles in a Group Austin, Texas Ensoft, Inc. Evans, LT, Jr Duncan, J. M. 1982. Simplified Analysis of Laterally Loaded Piles Report No, UCB/GT/82-04, Dept. of Civil Engineering, University of California, Berkeley, CA. Ferritto, J, Dickenson, S, Priestley N, Werner, S, Taylor, C, Burke D, Seelig Wand Kelly, S. 1999. Seismic Criteria for California Marine Oil Terminals Vol. 1 and Vol. 2, Technical Report TR- 2103-SHR, Naval Facilities Engineering Service Center, Port Hueneme, C 1. 208 Federal Highway Administration (FHWA). 1999. Training Course in Geotechnical and Foundation Engineering Rock Slopes – Participants Manual FHWA-HI-99-007, Washington DC Federal Highway Administration, US. Department of Transportation. Federal Highway Administration (FHWA). 1998. Training Course in Geotechnical Instrumentation FHWA-NHI-132041. Washington DC Federal Highway Administration, US. Department of Transportation. Fleming, W.G.K., A.J. Weltman, M.F. Randolph, and WK. Elson. 1992. Piling Engineering, New York, NY John Wiley & Sons, Inc. Fukumoto, Y. 1972. Study on the Behaviour of Stabilization Piles for Landslides Journal of JSSMFE, ASCE, Vol. 12, No. 2: 61-73. Fukumoto, Y. 1973. Failure Condition and Reaction Distribution of Stabilization Piles for Landslides Proc., 8th Annual Meeting of the Japanese Society of Soil Mechanics 549-562. Gabr, MA. and Borden, RH. 1990. Lateral Analysis of Piers Constructed on Slopes Journal of Download 6.03 Mb. Share with your friends:
|