Side Shear Setup. I: Test Piles Driven in Florida-Reference-Cited by-同舟云学术

Side Shear Setup. I: Test Piles Driven in Florida

Published:2005-03 Issue:3 Volume:131 Page:292-300
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%28292%29

Reference27 articles.

1. Airhart T. P. Hirsch T. J. and Coyle H. M. (1967). “Pile-soil system response in clay as a function of excess pore water pressure and other soil properties.” Research Rep. No. 33-8. Texas Transportation Institute Texas A&M Univ. College Station Tex.

2. American Society for Testing and Materials. (2000). “Standard test method for piles under static axial compressive load.” D 1143-81 Annual Book of ASTM Standards. ASTM Philadelphia 4:08 96–106.

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

4. Axelsson G. (1998b). “Long-term setup of driven piles in noncohesive soils evaluated from dynamic tests on penetration rods.” Proc. 1st Int. Conf. on Site Characterization P. K. Robertson and P. W. Mayne eds. Balkema Brookfield Vt. 2 895–900.

5. Field Measurements on Model Pile in Two Clay Deposits

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