Evaluation of Laterally Loaded Pile Group at Roosevelt Bridge

Author:

Ruesta Pedro F.,Townsend Frank C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference15 articles.

1. Briaud J. L. Smith T. and Meyer B. (1984). “Laterally loaded piles and the pressuremeter: Comparison of existing methods.” Laterally loaded deep foundations: Analysis and performance. ASTM STP 835. ASTM West Conshohocken Pa. 97–111.

2. Lateral Load Behavior of Pile Group in Sand

3. Brown D. A. and Reese L. (1988). “Behavior of a large-scale pile group subjected to cyclic lateral loading.” Miscellaneous Paper GL88-2 U.S. Army Corps of Engrs. Austin Tex.

4. Gabr M. A. and Borden R. (1988). “Analysis of load deflection response of laterally loaded piers using DMT.” Penetration testing 1988. ISOPT-1. A. A. Balkema Rotterdam The Netherlands 513–520.

5. Hoit M. Hays C. and McVay M. C. (1997). “The Florida Pier Analysis Program—methods and models for pier analysis and design.” Design and analysis of foundations and sand liquefaction. TRB Rec. No. 1569. Transp. Res. Board Washington D.C. 1–8.

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