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All issues Volume 120 (2017) MATEC Web Conf., 120 (2017) 06001 References
Open Access
Issue
MATEC Web Conf.
Volume 120, 2017
International Conference on Advances in Sustainable Construction Materials & Civil Engineering Systems (ASCMCES-17)
Article Number 06001
Number of page(s) 8
Section Geotechnical and Geo-environmental
DOI https://doi.org/10.1051/matecconf/201712006001
Published online 09 August 2017
  1. A. Bouafia, P-Y curves from the prebored pressuremetertest for laterally loaded single piles, Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, 2695–2698 (2013). [Google Scholar]
  2. A. Bouafia, Single piles under horizontal loads in sand Determination of P-Y curves from the prebored pressuremeter test. SpringerVerlag, J. Geotechnical and Geoenvir. Eng., 25, 283–301 (2007). [Google Scholar]
  3. S. A. Ashford, T. Juirnarongrit, Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction, ASCE, J. Geotechnical and Geoenvir. Eng., 129(3), 234–242 (2003). [CrossRef] [Google Scholar]
  4. J. L. Briaud, B. H. Moore, G. B. Mitchell, Analysis of Pile Loading Tests at Lock and Dam 26, ASCE, Geotechnical Special Publication 22(2), 925–942 (1989b). [Google Scholar]
  5. D. A. Brown, C. Morrison, L. C. Reese, Lateral load behaviour of pile group in sand, ASCE, J. Geotechnical and Geoenvir. Eng., 114(11), 1261–1276 (1988). [Google Scholar]
  6. S. Fernandez, M. Pando, M. Ashour, Case study of the influence of flexural stiffness on the developed soil reactions of three laterally loaded piles, ASCE, GeoFlorida, 1543–1552 (2010). [Google Scholar]
  7. M. Georgiadis, C. Anagnastopoulos, S. Saflekou, Centrifuge testing of laterally loaded piles, Canadian Geotechnical Journal, 259, 208–216 (1992). [Google Scholar]
  8. D. N. Jennings, S. J. Thurston, F. D. Edmonds, Static and dynamic lateral loading of two piles, Proceedings of the 8th WCEE, San Francisco, CA., 3, 561–568 (1985). [Google Scholar]
  9. T. Juirnarongrit, S. A. Ashford, Lateral load behaviour of cast-in-drilled-hole piles in weakly cemented sand, J. Transportation Research Board, 190–198 (2004). [Google Scholar]
  10. S. Kumar, M. Alizadeh, L. Lalvani, Lateral load deflection response of single piles in sand, J. Geotech. Eng., Southern Illinois University, (2000). [Google Scholar]
  11. R. L. Little, J. L. Briaud, Full-scale cyclic lateral load tests on six single piles in sand, Final report, Miscellaneous paper GL-88-27. Texas: Geotechnical Division, A&M University, Texas, (1988). [Google Scholar]
  12. B. J. Meyer, L. C. Reese, Analysis of single piles under lateral loading, Research report 244–1, Project 3-5-78-244, Centre for transportation research, University of Texas, 1–182 (1979). [Google Scholar]
  13. M. W. O’Neill, J. M. Murchison, An evaluation of p-y relationships in sands, A.P.I. report PRAC 82-41-1, University of Texas, 174 (1983). [EDP Sciences] [Google Scholar]
  14. H. G. Poulos, Load deflection prediction for laterally loaded piles, Australian Geomechanics Journal, G3(1), 1–8 (1973). [Google Scholar]
  15. L. C. Reese, W. R. Cox, F. D. Koop, Analysis of laterally loaded piles in sand, Proceedings of 6th offshore technology conference, Houston, 2080, 473–83 (1974). [Google Scholar]
  16. L. C. Reese, W. F. Van Impe, Single piles and pile groups under lateralloading. A.A. Balkema, Rotterdam, Netherlands, 463 (2001). [Google Scholar]
  17. T. J. Weaver, S. A. Ashford, K. M. Rollins, 2005. Lateral Resistance of a 0.6 m Drilled Shaft in Liquefied Sand, ASCE, J. Geotechnical and Geoenvir. Eng., 131(1), 94–102 (2005). [CrossRef] [Google Scholar]
  18. K. M. Rollins, J. D. Lane, T. M. Gerber, Measured and computed lateral response of a pile group in sand, ASCE, J. Geotechnical and Geoenvir. Eng., 131(1), 103–114 (2005). [CrossRef] [Google Scholar]
  19. K. M. Rollins, T. M. Gerber, J. D. Lane, S. A. Ashford, Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand, ASCE, J. Geotechnical and Geoenvir. Eng., 131(1), 115–125 (2005). [CrossRef] [EDP Sciences] [Google Scholar]
  20. P. F. Ruesta, F. C. Townsend, Evaluation of a laterally loaded pile group at Roosevelt Bridge, ASCE, J. Geotechnical and Geoenvir. Eng., 123(12), 1153–1161 (1997). [Google Scholar]
  21. A. Lachenani, Contribution à l’étude des pieux chargés latéralement - Modélisation par éléments finis et analyse d’une base de données, (in French), M.Sc. Civ. Eng. University of Blida, Algeria. (2003). [Google Scholar]
  22. A. Laouedj, Pieux sous charges horizontales - Développement d’un programme de calcul et étude comparative des méthodes de calcul à la base des courbes P-Y, (in French), M.Sc. Civ. Eng., University of Blida, Algeria, 210 (2011). [Google Scholar]
  23. ASTM, Standard Practice for Determining the Normalized Penetration Resistanceof Sands for Evaluation of Liquefaction Potential, Standard D 6066 – 96, 16 (1998). [Google Scholar]

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