National Geotechnical Experimentation Site - University of Houston

Geotechnical Special Publication

Volumn , Issue 93, 2000, Pages 72-101

  O'Neill, Michael W ^a  

^a UNIVERSITY OF HOUSTON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; FOUNDATIONS; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; SOIL TESTING;

CLAYEY SILT;

GEOTECHNICAL ENGINEERING;

EID: 0033877829     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/9780784404843.ch04     Document Type: Article

References (32)

1. Ata, A., and O'Neill, M. W. (1999). "The Physico-Chemical Interaction between PHPA Polymer and Cement Mortar," Geotechncial Testing Journal, ASTM (in press), 1999.
2. Ata, A., O'Neill, M. W., and Matula, G., (1998). "Axial Resistance of Drilled Shafts Constructed Under High-Molecular-Weight Slurry," in Proceedings, Third International Symposium on Deep Foundations on Bored and Auger Piles, Ghent, Belgium, Ed. by W. Van Impe, Balkema, Rotterdam, October, pp. 111-118.
3. Blaney, G. W., and O'Neill, M. W. (1986). "Lateral Response of Mass on Single Pile in Clay," Journal of Geotechnical Engineering, ASCE, April, pp. 443-456.
4. Blaney, G. W., and O'Neill, M. W. (1989). "Dynamic Lateral Response of a Pile Group in Clay," Geotechnical Testing Journal, ASTM, Vol. 12, No. 1, March, pp. 22-29.
5. Blaney, G. W., Muster, G. L., II, and O'Neill, M. W. (1987). "Vibration Test of a Full-Scale Pile Group," Dynamic Response of Pile Foundations - Experiment, Analysis, and Observation, ASCE Geotechnical Special Publication No. 11, Ed. by T. Nogami, April, pp. 149-165.
6. Brown, D. A., Reese, L. C., and O'Neill, M. W. (1987). "Cyclic Lateral Loading of Large-Scale Pile Group," Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 11, November, pp. 1326-1343.
7. Brown, D. A., Morrison, C., and Reese, L. C. (1988). "Lateral Load Behavior of Pile Group in Sand," Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 11, Nov., pp. 1261-1276.
8. Davies, E. B., Mercado, E. J., McDonald, J. A., and O'Neill, M. W. (1996). "A Real-Time Scour Measurement Instrument," Final Report to the National Science Foundation, North American Geotechnical Company, Houston, Texas, May, 246 p.
9. Davies, E. B., Mercado, E. J., O'Neill, M. W., and McDonald, J. A. (1998). "Field Studies of a Riverbed Scour Measurement System," Journal of Environmental and Engineering Geophysics, Vol. 3, Issue 3, pp. 111-120.
10. Dunnavant, T. W., and O'Neill, M. W. (1989). "Experimental p-y Model for Submerged, Stiff Clay," Journal of Geotechnical Engineering, ASCE, Vol. 115, No. 1, January, pp. 95-114.
11. Hassan, K. H., and O'Neill, M. W. (2000). "Effect of Minor Construction Defects on Drilled Shafts in Stiff Clay," in Proceedings, Fourth International Conference on Geotechnical Engineering, University of Cairo, Cairo, Egypt, Jan., 8 pp. (to appear).
12. Kim, M. H., and O'Neill, M. W. (1998). "Side Shear Induced in Drilled Shaft by Suction Change," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 8, August, pp. 771-780.
13. Kim, M. H., O'Neill, M. W., and Kramer, S. L. (1999). "Performance of Drilled Shafts with Isolation Tubes in an Expansive Soil Environment," Geotechnical Testing Journal, ASTM (in press), 1999.
14. Mahar, L. J., and O'Neill, M. W. (1983). "Geotechnical Characterization of Desiccated Clay," Journal of Geotechnical Engineering, ASCE, January, pp. 56-71.
15. Muster, G. L., II, and O'Neill, M. W. (1986). "An Experimental Investigation of the Axial Response of a Dynamically Loaded Driven Pile in Overconsolidated Clay," Geotechnical Testing Journal, ASTM, Vol. 9, No. 4, December, pp. 189-197.
16. Ochoa, M., and O'Neill, M. W. (1989). "Lateral Pile Interaction Factors in Submerged Sand," Journal of Geotechnical Engineering, ASCE, Vol. 115, No. 3, March, pp. 359-378.
17. O'Neill, M. W., and Pierry, R. F. (1989). "Behavior of Mini-Piles in Foundation Underpinning in Beaumont Clay, Houston, Texas, USA," in Proceedings, Third International Conference on Piling and Deep Foundations, London, England, Ed by J. Burland and J. Mitchell, May, Balkema, Rotterdam, pp. 101-110.
18. O'Neill, M. W., and Sheikh, S. A. (1985). "Geotechnical Behavior of Underreams in Pleistocene Clay," Drilled Piers and Caissons II, Ed. by C. N. Baker, Jr., ASCE, May, pp. 57-75.
19. O'Neill, M. W., and Yoon, G. (1995) "Some Engineering Properties of Overconsolidated Pleistocene Soils of the Texas Gulf Coast," Transportation Research Record No. 1479, Transportation Research Board, Washington, DC, pp. 81-88.
20. O'Neill, M. W., Dunnavant, T. W., and Belleman, C. J. (1989). "Cyclic Behavior of Natural Overconsolidated Clay in Two Loading Modes," in Proceedings, Foundation Engineering Congress, Vol. 1, Ed. by F. H. Kulhawy, ASCE, June, pp. 106-120.
21. O'Neill, M. W., Hawkins, R. A., and Audibert, J. M. E. (1982a). "Installation of Pile Group in Overconsolidated Clay," Journal of the Geotechnical Engineering Division, ASCE, November, pp. 1369-1386.
22. O'Neill, M. W., Hawkins, R. A., and Mahar, L. J. (1982b). "Load Transfer Mechanisms in Piles and Pile Groups,"_Journal of the Geotechnical Engineering Division, ASCE, December, pp. 1605-1623.
23. O'Neill, M. W., Vipulanandan, C., and Hassan, K. H. (2000). "Modeling Lateral Load Performance of A-CIP Piles in Overconsolidated Clay," in Proceedings, Geo-Denver 2000 Specialty Conference, ASCE, August, 1999 (in press).
24. O'Neill. M. W., Vipulanandan, C., Ata, A., and Tan, F. (1999). "Axial Capacity of CFA Piles for Bearing," Final Report, TxDOT Project 7-3940, CIGMAT, University of Houston, August, 222 p.
25. Samman, M. M., and O'Neill, M. W., (1997). "Concretoscopy for Structure Inspection," Concrete International, ACI, October, pp. 63-66.
26. Samman, M. M., and O'Neill, M. W. (1997). "The Reliability of Sonic Testing of Drilled Shafts," Concrete International, ACI, Jan., pp. 49-54.
27. Sheikh, S. A., and O'Neill, M. W. (1986). "Long-Term Performance of Expansive Concrete Drilled Shafts," Canadian Journal of Civil Engineering, NRC, April, pp. 213-217.
28. Sheikh, S. A., and O'Neill, M. W. (1988). "Structural Behavior of 45-Degree Underream Footings," Transportation Research Record 1119, Transportation Research Board, Washington, DC, May, pp. 83-90.
29. Sheikh, S. A., O'Neill, M. W., and Mehrazarin, M. A. (1985). "Expansive Concrete Drilled Shafts," Canadian Journal of Civil Engineering, NRC, Vol. 12, No. 2, May, pp. 382-395.
30. Williams, C. E. (1993). Personal Communication (from in-house file on Houston Area Geology by McBride-Ratcliff and Associates, Inc., Houston, TX).
31. Yazdanbod, A., Sheikh, S. A., and O'Neill, M. W. (1987). "Uplift of Shallow Underreams in Jointed Clay," Foundations for Transmission Line Towers, ASCE Geotechnical Special Publication No. 8, Ed. by J-L Briaud, April, pp. 110-127.
32. Yoon, G. M., and O'Neill, M. W. (1997). "Resistance Factors for Driven Piles from Experiments," Transportation Research Record 1569, Transportation Research Board, Washington, DC, pp. 47-56.