Drilled Shaft Defects: Detection, and Effects on Capacity in Varved Clay-Reference-Cited by-同舟云学术

Drilled Shaft Defects: Detection, and Effects on Capacity in Varved Clay

Published:2003-12 Issue:12 Volume:129 Page:1128-1137
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Iskander Magued¹,Roy Douglas²,Kelley Shawn³,Ealy Carl⁴

Affiliation:

1. PhD Associate Professor, Polytechnic Univ., 6 Metrotech Center, Brooklyn, NY 11201.

2. Senior Project Manager, GZA Geoenvironmental, 2 Penn Plaza, New York, NY 10121.

3. Graduate Research Assistant, Univ. of Massachusetts, Amherst, MA 01003.

4. Highway Research Engineer, FHWA, 6300 George Town Pike, McLean, VA 22101.

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%3A12%281128%29

Reference16 articles.

1. American Society for Testing and Materials (ASTM). “D1143-81 standard test method for piles under static axial compressive load.” Annual book of standards Vol. 4.08 ASTM West Conshohocken Penn.

2. Baker C. Parikh G. Briaud J. and Drumright E. (1993). “Drilled shafts for bridge foundation.” Rep. No. FHWA-RD-92-004 Washington D.C.

3. Davis A.(1995). “Assessing the reliability of drilled shaft integrity testing.” Transportation Research Record 1633 Transportation Research Board Washington D.C.108–116.

4. Davisson M. T. (1973). “High capacity piles.” Soil Mechanics Division ASCE Chicago 81–112.

5. Ealy C. Iskander M. Justason M. Winters D. and Mullins G. (2002). “Comparison between statnamic and static load testing of drilled shafts in varved clay.” Proc. 9’th Int. Conf. on Piling and Deep Foundations Nice France.

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