Closure to “Predicting End Bearing Capacity of Post-Grouted Drilled Shaft in Cohesionless Soils” by Gray Mullins, Danny Winters, and Steven Dapp
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VIEW THE REPLYAuthors: Gray Mullins [email protected], Danny Winters [email protected], and Steven Dapp [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 3
1090-0241(2008)134:3(413.2)/asset/9da9587c-0c63-425b-8c54-5a8839134024/assets/(asce)1090-0241(2008)134:3(413.2).fp.png)
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References
Lewis, C. L. (1999). “Analysis of axial Statnamic testing by the segmental unloading point method.” Master’s thesis, Univ. of South Florida, Tampa, Fla.
Middendorp, P., and Bielefeld, M. W. (1995). “Statnamic load testing and the influence of stress wave phenomena.” Proc., 1st Int. Statnamic Seminar, Vancouver, Canada, 207–220.
Mullins, G., Lewis, C., and Justason, M. (2002). “Advancements in Statnamic Data Regression Techniques.” Deep foundations 2002: An int. perspective on theory, design, construction, and performance, M. W. O’Neill and F. C. Toursend, eds., ASCE, Reston, Va., 915–930.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134 • Issue 3 • March 2008
Pages: 413 - 414
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© 2008 ASCE.
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Published online: Mar 1, 2008
Published in print: Mar 2008
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Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB 118, Tampa, FL 33620 (corresponding author). E-mail: [email protected]
Research Associate, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB 118, Tampa, FL 33620. E-mail: [email protected]
Principal, Dan Brown & Associates, 300 Woodland Rd., Sequatchie, TN 37374. E-mail: [email protected]
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