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Rights & Permissions Free PDF Access Sign in to download PDF book and chapters Free Resources Display this book on your site! Related Titles NCHRP Report 507: Load and Resistance Factor Design (LRFD) for Deep Foundations NCHRP Synthesis 360: Rock-Socketed Shafts for Highway Structure Foundations Other Related Titles NCHRP Report 697: Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils (2011) National Cooperative Highway Research Program (NCHRP) Citation Manager Export the bibliographic data for this book in your chosen format Web Search Builder Use this book's key terms to search within this book, across our collection, or across the Web. Skim This Chapter Skim this chapter and use this chapter's key terms to search within this book. Reference Finder Paste in your own text to find books that relate to your topic. Citation Manager Brown, Dan, Rollins, Kyle, Transportation Research Board. "References." NCHRP Report 697: Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, DC: The National Academies Press, 2011. Please select a format: Page 97   E-mail Share on facebook Facebook Share on delicious Delicious Share on stumbleupon Stumble Share on twitter Twitter More Sharing ServicesMore Page 97 Front Matter (R1-R10) Summary (1-2) Chapter 1 - Introduction (3-4) Chapter 2 - Available Ground Improvement Case Histories and Approaches (5-13) 3.2 Geotechnical Site Characterization (14-14) 3.3 Single Pile Test in Untreated Soil (15-22) 3.5 Pile Group Testing Procedure (23-24) 3.6 Pile Group Tests in Untreated Clay (25-31) 3.7 Pile Group Load Tests Involving Jet Grouting (32-35) 3.8 Pile Group Load Tests Involving Soil Mixing (36-36) 3.9 Pile Group Load Tests Involving Flowable Fill (37-38) 3.10 Pile Group Load Tests Involving Excavation and Replacement (39-47) 3.11 Summary of Increased Resistance from Soil Improvement Methods and Cost Considerations (48-50) Chapter 4 - Finite Element Modeling of Single Pile Load Test (51-53) 5.1 Pile Group FEM Mesh Design (54-55) 5.3 Pile Group Model in Virgin Clay with Excavation (56-56) 5.5 Pile Group Model with Jet Grouting (57-60) 6.2 Mass Mix Depth Effect (Below the Cap) on Lateral Resistance (61-64) 6.3 Mass Mix Length Effect (Beside the Cap) on Lateral Resistance (65-65) 6.4 Jet Grout Depth Effect (Beside the Cap) on Lateral Resistance (66-67) 6.6 Jet Grout Length Effect (Beside the Cap) on Soil Improvement (68-70) 6.7 Material Strength Effect on Lateral Pile Group Resistance (71-71) 6.8 Conclusions Based on Parametric Studies (72-75) 7.2 Comparison with Results from Tests in Virgin Soil (76-78) 7.4 Development of Simplified Method (79-84) 7.5 Evaluation for Jet Grouting Cases (85-88) 7.6 Design Recommendations (89-95) Chapter 8 - Conclusions (96-96) References (97-98) Appendix A - Schematic Drawings Showing the Layout of the 16 Lateral Pile Group Tests (99-107) Abbreviations used without definitions in TRB publications (108-108)

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OCR for page 97
97 References Adsero, M. E., "Effect of Jet Grouting on the Lateral Resistance of Soil Miner, D. E., "The Effect of Flowable Fill on the Lateral Resistance of Soil Surrounding Driven-Pile Foundations" (M. S. Thesis, Brigham Surrounding Driven-Foundations" (MS Thesis, Brigham Young Young University, Provo, UT, 2008). University, Provo, UT, 2009). ASCE (1997), "Ground Improvement, Reinforcement and Treatment: Mitchell, J. K. (1981), "Soil Improvement ­ State-of-the-Art Report," Pro- A Twenty Year Update and Vision for the 21st Century," ASCE ceedings of the Tenth International Conference on Soil Mechanics and Geo-Institute Conference, July 1997 (Geotechnical Special Publi- Foundation Engineering, Stockholm, Sweden, June 1981, 509­565. cation No. 69). Mokwa, R. L. and Duncan J. M. (2001). "Experimental Evaluation of Ashford, S. A., Rollins, K. M, and Baez, J. I. (2000a), "Comparison of Lateral-Load Resistance of Pile Caps," Journal of Geotechnical and Deep Foundation Performance in Improved and Non-Improved Geoenvironmental Engineering, ASCE 127(2): 185­192. Ground Using Blast-Induced Liquefaction," ASCE, Geotechnical Spe- Reese, L. C., Wang, S. T., Isenhower, W. M., and Arrellaga, J. A. (2004a), cial Publication 107, Soil Dynamics and Liquefaction 2000, 35­57. "LPILE Plus v5.0 for Windows: A Program for the Analysis of Piles Ashford, S. A., Rollins, K. M., Bradford, S. C., Weaver, T. J., Baez, J. I. and Drilled Shafts under Lateral Loads," Technical Manual, Ensoft, (2000b), Transportation Research Record 1736: Liquefaction Mitiga- Inc., Austin, TX. tion Using Stone Columns Around Deep Foundations: Full-Scale Resse, L. C., Wang, S. T., Arrellaga, J. A., and Hendrix, J. (2004b), Test Results, Transportation Research Board, Washington, D.C., GROUP Version 5.0 for Windows: Users Manual, Ensoft, Inc. 110­118. Austin, TX. Brown, D. A., Morrison, C., and Reese, L. C. (1988), "Lateral Load Rollins, K. M. and Cole, R. T. (2006), "Cyclic Lateral Load Behavior Behavior of a Pile Group in Sand," Journal of Geotechnical Engi- of a Pile Cap and Backfill," Journal of Geotechnical and Geoenviron- neering, ASCE, 114(11): 1261­1276. mental Engineering, ASCE 132(9): 1143­1153. Brown, D. A., Reese, L. C., and O'Neill, M. W. (1987), "Behavior of a Rollins, K. M., Gerber, T. M., and Ku Hyun Kwon (2010), "Increased Large Scale Pile Group Subjected to Cyclic Lateral Loading," Journal Lateral Abutment Resistance from Gravel Backfills of Limited of Geotechnical Engineering, ASCE, 113(11): 1326­1343. Width," Journal of Geotechnical and Geoenvironmental Engineering, Burke, G. (2004), "Jet Grouting Systems: Advantages and Disadvantages," ASCE 136(1): 230­238. ASCE Geotechnical Special Publication No. 12: 875­886. Rollins, K. M., Snyder, J. L., and Broderick, R. D. (2005), "Static and Cole, R. T and Rollins, K. M. (2006), "Passive Earth Pressure Mobilization Dynamic Lateral Response of a 15 Pile Group," Proceedings, 16th During Cyclic Loading," Journal of Geotechnical and Geoenviron- Intl. Conf. on Soil Mechanics and Geotech. Engineering, Millpress, mental Engineering, 132(9): 1154­1164. Rotterdam, The Netherlands, Vol. 4: 2035­2040. Duncan, J. M. and Mokwa, R. L. (2001), "Passive Earth Pressures: Rollins, K. M., Snyder, J. L., and Walsh, J. M. (2010), "Increased Lateral Theories and Tests," Journal of Geotechnical and Geoenvironmental Resistance of Pile Group in Clay Using Compacted Fill," Proceed- Engineering, ASCE 127(3): 248­257. ings, GeoFlorida 2010: Advances in Analysis, Modeling and Design, Gerber, T. M., Rollins, K. M., Cummins, C. R., and Pruett, J. M. (Geotechnical Special Publication No. 199) ASCE 1602­1611. (2010), Dynamic Passive Earth Pressure on Abutments and Pile Rollins, K. M. and Nasr, M. (2010), "Numerical Analysis of the Effec- Caps. Final report prepared for Utah Department of Transporta- tiveness of Limited Width Gravel Backfills in Increasing Lateral Pas- tion Research Division Lead Agency for Pooled-Fund Study. sive Resistance." Dynamic Passive Earth Pressure on Abutments and Unpublished raw data. Pile Caps. Final report prepared for Utah Department of Trans- Herbst, M. A. "Impact of Mass Mixing on the Lateral Resistance of portation Research Division Lead Agency for Pooled-Fund Study. Driven-Pile Foundations" (M. S. Thesis, Brigham Young Univer- Rollins, K. M., Olsen, R. J., Egbert, J. J., Jensen, D. H., Olsen, K. G., and sity, Provo, UT, 2008). Garrett, B. H. (2006), "Pile Spacing Effects on Lateral Pile Group Kulhawy, F. H. and Mayne, P. W. (1990), Manual on Estimating Soil Behavior: Load Tests," Journal of Geotechnical and Geoenvironmental Properties for Foundation Design, Report EPRI EL-6800, Electric Engineering, ASCE 132(10): 1262­1271. Power Research Institute, Palo Alto, CA. Terashi, M. and Juran, I. (2000), "Ground Improvement--State of the Lemme, N. A., "Effectiveness of Compacted Fill and Rammed Aggre- Art," In: GeoEng2000: An International Conference on Geotechnical gate Piers on Lateral Resistance of Pile Foundations" (MS Thesis, and Geological Engineering, 19­24 November 2000, Melbourne, Brigham Young University, Provo, UT, 2010). Vol. 1: 461­519.

OCR for page 98
98 Terashi, M. (2003), "The State of Practice in Deep Mixing Methods," Geotechnical and Geoenvironmental Engineering, ASCE 131(1): Grouting and Ground Treatment, Proceedings of the 3rd Intl. Confer- 94­102. ence, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., ASCE (Geo- Weaver, T. J. and Chitoori, B. (2007), "Influence of Limited Soil technical Special Publication No. 120), Vol. 2: 25­49. Improvement on Lateral Pile Stiffness," Proceedings, Geo-Denver, Weaver, T. J., Ashford, S. A., and Rollins, K. M. (2005), "Lateral Soil Improvement, (Geotechnical Special Publication 172) ASCE, Resistance of a 0.6 m Drilled Shaft in Liquefied Sand," Journal of Reston, VA, CD.