Importance of Lower-Bound Capacities in the Design of Deep Foundations-Reference-Cited by-同舟云学术

Importance of Lower-Bound Capacities in the Design of Deep Foundations

Published:2009-07 Issue:7 Volume:135 Page:890-900
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Najjar Shadi S.¹²,Gilbert Robert B.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut. P.O. Box 11-0236, Riad El-Solh 1107-2020, Beirut (corresponding author).

2. Professor, Civil Engineering Dept., Univ. of Texas at Austin, ECJ 9.227, Austin, TX 78712.

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%29GT.1943-5606.0000044

Reference32 articles.

1. Aggarwal R. K. Litton R. W. Cornell C. A. Tang W. H. Chen J. H. and Murff J. D. (1996). “Development of pile foundation bias factors using observed behavior of platforms during hurricane Andrew.” Proc. Offshore Technology Conf. OTC 8078 Houston 445–455.

2. Al-Awar Z. (2002). “Developing a model for axial pile capacity in an offshore field.” Master’s thesis Univ. of Texas at Austin Austin Tex.

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