Shaft Capacity of Continuous Flight Auger Piles in Sand-Reference-Cited by-同舟云学术

Shaft Capacity of Continuous Flight Auger Piles in Sand

Published:2009-06 Issue:6 Volume:135 Page:790-798
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gavin K. G.¹²³,Cadogan D.¹²³,Casey P.¹²³

Affiliation:

1. Lecturer, School of Architecture, Landscape and Civil Engineering, Newstead Building, University College Dublin, Dublin 4, Ireland (corresponding author). E-mail: kenneth.gavin@ucd.ie

2. Lecturer, School of Building and Civil Engineering, Cork Institute of Technology, Bishopstown, Cork.

3. Associate, Arup Consulting Engineers, 50 Ringsend Road, Dublin, Ireland.

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.1943-5606.0000073

Reference24 articles.

1. Bustamante M. and Giannessli L. (1982). “Pile bearing capacity predictions by means of the static penetrometer CPT.” Proc. 2nd European Symp. on Penetration Testing ESOPT-II Vol. 2 Balkema Amsterdam 493–500.

2. Cadogan D. (2009). “Field experiments on non-displacement piles.” Ph.D. thesis Univ. College Dublin Dublin U.K.

3. Chow F. (1997). “Investigations into the behavior of displacement piles for offshore structures.” Ph.D. thesis Univ. of London (Imperial College) London.

4. From strain to load in an instrumented pile;Fellinius B. H.;Geotech. News Magazine,2001

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