Side Shear Setup. II: Results From Florida Test Piles-Reference-Cited by-同舟云学术

Side Shear Setup. II: Results From Florida Test Piles

Published:2005-03 Issue:3 Volume:131 Page:301-310
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bullock Paul J.¹²³³,Schmertmann John H.¹²³³,McVay Michael C.¹²³³,Townsend Frank C.¹²³³

Affiliation:

1. Senior Engineer, GRL Engineers, Inc., 3636 NW 23rd Pl., Gainesville, FL 32605.

2. Professor Emeritus, Dept. of Civil and Coastal Engineering, Univ. of Florida, 4509 NW 23rd Ave., Suite 19, Gainesville, FL 32607.

3. Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, P.O. Box 116580, Gainesville, FL 32611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A3%28301%29

Reference11 articles.

1. Axelsson G. (1998). “Long-term setup of driven piles in non-cohesive.” Licentiate thesis. Dept. of Civil and Environmental Engineering Royal Institute of Technology Stockholm Sweden.

2. Bea R. G. (1960). “An experimental study of friction and creep in saturated clay.” ME thesis Dept. of Civil Engineering Univ. of Florida Gainesville Fla.

3. Bullock P. J. and Schmertmann J. H. (2003). “Determining the effect of stage testing on the dimensionless pile side shear setup factor.” Research Rep. BC-354 RPWO#27 Florida Department of Transportation Tallahassee Fla.

4. Side Shear Setup. I: Test Piles Driven in Florida

5. Camp W. M. Wright W. B. and Hussein M. (1993). “The effect of overburden on pile capacity in a calcareous marl.” Proc. 18th Annual Members’ Conf. Deep Foundations Institute Englewood Cliffs N.J.

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