Shaft Capacity of Open-Ended Piles in Sand-Reference-Cited by-同舟云学术

Shaft Capacity of Open-Ended Piles in Sand

Published:2011-10 Issue:10 Volume:137 Page:903-913
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Igoe David John Paul¹²³,Gavin Kenneth George¹²³,O’Kelly Brendan C.¹²³

Affiliation:

1. Postdoctoral Researcher, School of Architecture, Landscape, and Civil Engineering, Univ. College Dublin, Newstead Building, Belfield, Dublin 4, Ireland (corresponding author).

2. Lecturer, School of Architecture, Landscape, and Civil Engineering, Univ. College Dublin, Newstead Building, Belfield, Dublin 4, Ireland.

3. Senior Lecturer, Dept. of Civil, Structural, and Environmental Engineering, Trinity College 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.1943-5606.0000511

Reference27 articles.

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2. Brucy F. Meunier K. and Nauroy J. F. (1991). “Behavior of pile plug in sandy soils during and after driving.” Proc. Offshore Technology Conf. Richardson TX 145–154.

3. Bustamante M. and Gianeselli L. (1982). “Pile bearing capacity by means of static penetrometer CPT.” 2nd European Symp. on Penetration Testing Amsterdam 493–500.

4. Chow F. C. (1997). “Investigations into behaviour of displacement piles for offshore structures.” Ph.D. thesis Civil Engineering Dept. Univ. of London (Imperial College) London.

5. Pile foundations for large North Sea structures

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