Case History Evaluation of Laterally Loaded Piles-Reference-Cited by-同舟云学术

Case History Evaluation of Laterally Loaded Piles

Published:2003-03 Issue:3 Volume:129 Page:187-196
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Anderson J. B.¹,Townsend F. C.²,Grajales B.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of North Carolina, Charlotte, 9701 University City Blvd., Charlotte, NC 28223-001.

2. Professor, Dept. of Civil Engineering, Univ. of Florida, Box 116580, Gainesville, FL 32611-6580.

3. Staff Engineer, URS, One North Dale Mabry Highway, Suite 700, Tampa, FL 33609.

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%282003%29129%3A3%28187%29

Reference27 articles.

1. Anderson J. B. Grajales B. Townsend F. C. and Brown D. (1999). “Validation of p-y curves from pressuremeter and dilatometer tests at Auburn Alabama.” Behavioral characteristics of residual soils ASCE Geotechnical Special Publication No. 92 B. Edelen ed. New York 77–87.

2. Anderson J. B. and Townsend F. C. (1999). “Validation of p-y curves from pressuremeter tests at Pascagoula Mississippi.” Proc. XI Pan-American Conf. on Soil Mechanics and Geotechnical Engineering Foz do Iguassu Brazil August 3 1643–1649.

3. Brown D. A. and Vinson J. (1997). “Comparison of strength and stiffness parameters for a Piedmont residual soil.” Geotechnical Site Characterization—ISC’98 Balkema Rotterdam The Netherlands 1229–1234.

4. Coduto D. (1994). Foundation design: Principles and practices Prentice-Hall Englewood Cliffs N.J.

5. Electrical Power Research Institute (EPRI). (1990). Manual on estimating soil properties for foundation design Cornell Univ. Ithaca N.Y.

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