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97 Adsero, M. E., âEffect of Jet Grouting on the Lateral Resistance of Soil Surrounding Driven-Pile Foundationsâ (M. S. Thesis, Brigham Young University, Provo, UT, 2008). ASCE (1997), âGround Improvement, Reinforcement and Treatment: A Twenty Year Update and Vision for the 21st Century,â ASCE Geo-Institute Conference, July 1997 (Geotechnical Special Publi- cation No. 69). Ashford, S. A., Rollins, K. M, and Baez, J. I. (2000a), âComparison of Deep Foundation Performance in Improved and Non-Improved Ground Using Blast-Induced Liquefaction,â ASCE, Geotechnical Spe- cial Publication 107, Soil Dynamics and Liquefaction 2000, 35â57. Ashford, S. A., Rollins, K. M., Bradford, S. C., Weaver, T. J., Baez, J. I. (2000b), Transportation Research Record 1736: Liquefaction Mitiga- tion Using Stone Columns Around Deep Foundations: Full-Scale Test Results, Transportation Research Board, Washington, D.C., 110â118. Brown, D. A., Morrison, C., and Reese, L. C. (1988), âLateral Load Behavior of a Pile Group in Sand,â Journal of Geotechnical Engi- neering, ASCE, 114(11): 1261â1276. Brown, D. A., Reese, L. C., and OâNeill, M. W. (1987), âBehavior of a Large Scale Pile Group Subjected to Cyclic Lateral Loading,â Journal of Geotechnical Engineering, ASCE, 113(11): 1326â1343. Burke, G. (2004), âJet Grouting Systems: Advantages and Disadvantages,â ASCE Geotechnical Special Publication No. 12: 875â886. Cole, R. T and Rollins, K. M. (2006), âPassive Earth Pressure Mobilization During Cyclic Loading,â Journal of Geotechnical and Geoenviron- mental Engineering, 132(9): 1154â1164. Duncan, J. M. and Mokwa, R. L. (2001), âPassive Earth Pressures: Theories and Tests,â Journal of Geotechnical and Geoenvironmental Engineering, ASCE 127(3): 248â257. Gerber, T. M., Rollins, K. M., Cummins, C. R., and Pruett, J. M. (2010), Dynamic Passive Earth Pressure on Abutments and Pile Caps. Final report prepared for Utah Department of Transporta- tion Research Division Lead Agency for Pooled-Fund Study. Unpublished raw data. Herbst, M. A. âImpact of Mass Mixing on the Lateral Resistance of Driven-Pile Foundationsâ (M. S. Thesis, Brigham Young Univer- sity, Provo, UT, 2008). Kulhawy, F. H. and Mayne, P. W. (1990), Manual on Estimating Soil Properties for Foundation Design, Report EPRI EL-6800, Electric Power Research Institute, Palo Alto, CA. Lemme, N. A., âEffectiveness of Compacted Fill and Rammed Aggre- gate Piers on Lateral Resistance of Pile Foundationsâ (MS Thesis, Brigham Young University, Provo, UT, 2010). Miner, D. E., âThe Effect of Flowable Fill on the Lateral Resistance of Soil Surrounding Driven-Foundationsâ (MS Thesis, Brigham Young University, Provo, UT, 2009). Mitchell, J. K. (1981), âSoil Improvement â State-of-the-Art Report,â Pro- ceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June 1981, 509â565. Mokwa, R. L. and Duncan J. M. (2001). âExperimental Evaluation of Lateral-Load Resistance of Pile Caps,â Journal of Geotechnical and Geoenvironmental Engineering, ASCE 127(2): 185â192. Reese, L. C., Wang, S. T., Isenhower, W. M., and Arrellaga, J. A. (2004a), âLPILE Plus v5.0 for Windows: A Program for the Analysis of Piles and Drilled Shafts under Lateral Loads,â Technical Manual, Ensoft, Inc., Austin, TX. Resse, L. C., Wang, S. T., Arrellaga, J. A., and Hendrix, J. (2004b), GROUP Version 5.0 for Windows: Users Manual, Ensoft, Inc. Austin, TX. Rollins, K. M. and Cole, R. T. (2006), âCyclic Lateral Load Behavior of a Pile Cap and Backfill,â Journal of Geotechnical and Geoenviron- mental Engineering, ASCE 132(9): 1143â1153. Rollins, K. M., Gerber, T. M., and Ku Hyun Kwon (2010), âIncreased Lateral Abutment Resistance from Gravel Backfills of Limited Width,â Journal of Geotechnical and Geoenvironmental Engineering, ASCE 136(1): 230â238. Rollins, K. M., Snyder, J. L., and Broderick, R. D. (2005), âStatic and Dynamic Lateral Response of a 15 Pile Group,â Proceedings, 16th Intl. Conf. on Soil Mechanics and Geotech. Engineering, Millpress, Rotterdam, The Netherlands, Vol. 4: 2035â2040. Rollins, K. M., Snyder, J. L., and Walsh, J. M. (2010), âIncreased Lateral Resistance of Pile Group in Clay Using Compacted Fill,â Proceed- ings, GeoFlorida 2010: Advances in Analysis, Modeling and Design, (Geotechnical Special Publication No. 199) ASCE 1602â1611. Rollins, K. M. and Nasr, M. (2010), âNumerical Analysis of the Effec- tiveness of Limited Width Gravel Backfills in Increasing Lateral Pas- sive Resistance.â Dynamic Passive Earth Pressure on Abutments and Pile Caps. Final report prepared for Utah Department of Trans- portation Research Division Lead Agency for Pooled-Fund Study. Rollins, K. M., Olsen, R. J., Egbert, J. J., Jensen, D. H., Olsen, K. G., and Garrett, B. H. (2006), âPile Spacing Effects on Lateral Pile Group Behavior: Load Tests,â Journal of Geotechnical and Geoenvironmental Engineering, ASCE 132(10): 1262â1271. Terashi, M. and Juran, I. (2000), âGround ImprovementâState of the Art,â In: GeoEng2000: An International Conference on Geotechnical and Geological Engineering, 19â24 November 2000, Melbourne, Vol. 1: 461â519. References
98 Terashi, M. (2003), âThe State of Practice in Deep Mixing Methods,â Grouting and Ground Treatment, Proceedings of the 3rd Intl. Confer- ence, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., ASCE (Geo- technical Special Publication No. 120), Vol. 2: 25â49. Weaver, T. J., Ashford, S. A., and Rollins, K. M. (2005), âLateral Resistance of a 0.6 m Drilled Shaft in Liquefied Sand,â Journal of Geotechnical and Geoenvironmental Engineering, ASCE 131(1): 94â102. Weaver, T. J. and Chitoori, B. (2007), âInfluence of Limited Soil Improvement on Lateral Pile Stiffness,â Proceedings, Geo-Denver, Soil Improvement, (Geotechnical Special Publication 172) ASCE, Reston, VA, CD.