Static Capacity Prediction by Dynamic Methods for Three Bored Piles-Reference-Cited by-同舟云学术

Static Capacity Prediction by Dynamic Methods for Three Bored Piles

Published:2000-07 Issue:7 Volume:126 Page:640-649
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Briaud Jean-Louis¹²³⁴⁵,Ballouz Marc¹²³⁴⁵,Nasr George¹²³⁴⁵

Affiliation:

1. Fellow, ASCE

2. Members, ASCE

3. Spencer J. Buchanan Prof., Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843-3136.

4. Dir., Institute for Geotechnics & Materials, P.O. Box 166-864, Achrafieh, Beirut, Lebanon.

5. Engr., 633 Bay #202, Toronto, Ontario, M5G2G4, Canada.

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%282000%29126%3A7%28640%29

Reference22 articles.

1. Baker C. N. Parikh G. Briaud J.-L. Drumright E. E. and Mensah-Dwumah F. (1993). “Drilled shafts for bridge foundations.” Rep. No. FHWA-RD-92-004 Federal Highway Administration Washington D.C. 335.

2. Ballouz M. Nasr G. and Briaud J.-L. (1991). “Dynamic and static testing of nine drilled shafts at Texas A&M University geotechnical sites.” Res. Rep. Civil Engineering Texas A&M University College Station Tex. 127.

3. Bermingham P. and Janes M. (1989). “An innovative approach to load testing of high capacity piles.” Proc. Int. Conf. on Piling and Deep Found. J. B. Burland and J. M. Mitchell eds. Balkema Rotterdam The Netherlands 409–413.

4. Berminghammer Corporation Ltd. (1991). “Statnainic load test results—Texas A&M University—comparative pile foundation load test program Berminghammer Corp. Ltd.” Rep. dated January 14 1991 Berminghammer Corporation Ltd. Hamilton Ont.

5. Briaud J.-L. (1997). “The national geotechnical experimentation sites at Texas A&M University: Clay and sand—a summary.” Rep. NGES-TAMU-007 Civil Engineering Texas A&M University College Station Tex. 34.

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