Static and Dynamic Axial Response of Drilled Piers. I: Field Tests-Reference-Cited by-同舟云学术

Static and Dynamic Axial Response of Drilled Piers. I: Field Tests

Published:2011-12 Issue:12 Volume:137 Page:1133-1142
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Gang¹²³,Kasali Gyimah¹²³,Sitar Nicholas¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clearwater Bay, Kowloon, Hong Kong (corresponding author).

2. Principal Engineer, Rutherford & Chekene Consulting Engineers, 55 Second Street, Suite 600, San Francisco, CA 94105.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.

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.1943-5606.0000547

Reference14 articles.

1. ASTM. (2007a). “Standard test methods for deep foundation under static axial compressive load.” D1143/D1143M-07 West Conshohocken PA.

2. ASTM. (2007b). “Standard test methods for deep foundations under static axial tensile load.” D3689-07 West Conshohocken PA.

3. Discussion of “Pile load tests: Cyclic loads and varying load rates” by L. M. Kraft, E. A. Verner, and W. R. Cox;Audibert J. M. E.;J. Geotech. Engrg. Div.,1982

4. Vibration testing of piles;Davis A. G.;J. Struct. Eng.,1976

5. Davisson M. T. (1972). “High capacity piles.” Proc. Lecture Series on Innovations in Foundation Construction ASCE Illinois Section Chicago 81–112.

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