Side Resistance In Piles and Drilled Shafts-Reference-Cited by-同舟云学术

Side Resistance In Piles and Drilled Shafts

Published:2001-01 Issue:1 Volume:127 Page:3-16
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

O'Neill Michael W.¹

Affiliation:

1. Cullen Distinguished Prof., Dept. of Civ. and Envir. Engrg., Univ. of Houston, Houston, TX 77204-4791.

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%282001%29127%3A1%283%29

Reference57 articles.

1. Ata A. and O'Neill M. W. ( 1997a). . “Characterization of the effect of Polybore polymer on the construction and performance of drilled shaft foundations: Phase I field tests.” Final Rep. Dept. of Civ. and Envir. Engrg. University of Houston Houston.

2. Ata A. and O'Neill M. W. ( 1997b). . “Characterization of the effect of Polybore polymer on the construction and performance of drilled shaft foundations: Phase II laboratory investigation.” Final Rep. Dept. of Civ. and Envir. Engrg. University of Houston Houston.

3. Audibert J. M. E. and Hamilton T. K. ( 1998). “West Delta 58A site selection and characterization.” Proc. Offshore Technol. Conf. Vol. 1 Houston 415–431.

4. “Model study of load transfer in slender pile.”;Aurora R. P.;J. Geotech. Engrg. Div.,1980

5. Shaft Resistance of Piles in Clay

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