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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press. doi: 10.17226/14574.
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Page 97
Page 98
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2011. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press. doi: 10.17226/14574.
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Page 98

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

97 Adsero, M. E., “Effect of Jet Grouting on the Lateral Resistance of Soil Surrounding Driven-Pile Foundations” (M. S. Thesis, Brigham Young University, Provo, UT, 2008). ASCE (1997), “Ground Improvement, Reinforcement and Treatment: A Twenty Year Update and Vision for the 21st Century,” ASCE Geo-Institute Conference, July 1997 (Geotechnical Special Publi- cation No. 69). Ashford, S. A., Rollins, K. M, and Baez, J. I. (2000a), “Comparison of Deep Foundation Performance in Improved and Non-Improved Ground Using Blast-Induced Liquefaction,” ASCE, Geotechnical Spe- cial Publication 107, Soil Dynamics and Liquefaction 2000, 35–57. 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., 110–118. Brown, D. A., Morrison, C., and Reese, L. C. (1988), “Lateral Load Behavior of a Pile Group in Sand,” Journal of Geotechnical Engi- neering, ASCE, 114(11): 1261–1276. Brown, D. A., Reese, L. C., and O’Neill, M. W. (1987), “Behavior of a Large Scale Pile Group Subjected to Cyclic Lateral Loading,” Journal of Geotechnical Engineering, ASCE, 113(11): 1326–1343. Burke, G. (2004), “Jet Grouting Systems: Advantages and Disadvantages,” ASCE Geotechnical Special Publication No. 12: 875–886. Cole, R. T and Rollins, K. M. (2006), “Passive Earth Pressure Mobilization During Cyclic Loading,” Journal of Geotechnical and Geoenviron- mental Engineering, 132(9): 1154–1164. Duncan, J. M. and Mokwa, R. L. (2001), “Passive Earth Pressures: Theories and Tests,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE 127(3): 248–257. 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. “Impact of Mass Mixing on the Lateral Resistance of Driven-Pile Foundations” (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., “Effectiveness of Compacted Fill and Rammed Aggre- gate Piers on Lateral Resistance of Pile Foundations” (MS Thesis, Brigham Young University, Provo, UT, 2010). Miner, D. E., “The Effect of Flowable Fill on the Lateral Resistance of Soil Surrounding Driven-Foundations” (MS Thesis, Brigham Young University, Provo, UT, 2009). Mitchell, J. K. (1981), “Soil Improvement – State-of-the-Art Report,” Pro- ceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June 1981, 509–565. Mokwa, R. L. and Duncan J. M. (2001). “Experimental Evaluation of Lateral-Load Resistance of Pile Caps,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE 127(2): 185–192. Reese, L. C., Wang, S. T., Isenhower, W. M., and Arrellaga, J. A. (2004a), “LPILE Plus v5.0 for Windows: A Program for the Analysis of Piles and Drilled Shafts under Lateral Loads,” 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), “Cyclic Lateral Load Behavior of a Pile Cap and Backfill,” Journal of Geotechnical and Geoenviron- mental Engineering, ASCE 132(9): 1143–1153. Rollins, K. M., Gerber, T. M., and Ku Hyun Kwon (2010), “Increased Lateral Abutment Resistance from Gravel Backfills of Limited Width,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE 136(1): 230–238. Rollins, K. M., Snyder, J. L., and Broderick, R. D. (2005), “Static and Dynamic Lateral Response of a 15 Pile Group,” Proceedings, 16th Intl. Conf. on Soil Mechanics and Geotech. Engineering, Millpress, Rotterdam, The Netherlands, Vol. 4: 2035–2040. Rollins, K. M., Snyder, J. L., and Walsh, J. M. (2010), “Increased Lateral Resistance of Pile Group in Clay Using Compacted Fill,” Proceed- ings, GeoFlorida 2010: Advances in Analysis, Modeling and Design, (Geotechnical Special Publication No. 199) ASCE 1602–1611. Rollins, K. M. and Nasr, M. (2010), “Numerical Analysis of the Effec- tiveness of Limited Width Gravel Backfills in Increasing Lateral Pas- sive Resistance.” 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), “Pile Spacing Effects on Lateral Pile Group Behavior: Load Tests,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE 132(10): 1262–1271. Terashi, M. and Juran, I. (2000), “Ground Improvement—State of the Art,” In: GeoEng2000: An International Conference on Geotechnical and Geological Engineering, 19–24 November 2000, Melbourne, Vol. 1: 461–519. References

98 Terashi, M. (2003), “The State of Practice in Deep Mixing Methods,” 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: 25–49. Weaver, T. J., Ashford, S. A., and Rollins, K. M. (2005), “Lateral Resistance of a 0.6 m Drilled Shaft in Liquefied Sand,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE 131(1): 94–102. Weaver, T. J. and Chitoori, B. (2007), “Influence of Limited Soil Improvement on Lateral Pile Stiffness,” Proceedings, Geo-Denver, Soil Improvement, (Geotechnical Special Publication 172) ASCE, Reston, VA, CD.

Next: Appendix A - Schematic Drawings Showing the Layout of the 16 Lateral Pile Group Tests »
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TRB’s National Cooperative Highway Research Program (NCHRP) Report 697: Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils examines guidance for strengthening of soils to resist lateral forces on bridge pile foundations.

The report presents computational methods for assessing soil-strengthening options using finite-element analysis of single piles and pile groups and a simplified approach employing commercially available software.

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