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

Shaft Capacity of Open-Ended Piles in Clay

Published:2011-11 Issue:11 Volume:137 Page:1090-1102
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Doherty Paul¹²,Gavin Kenneth¹²

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.

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.1943-5606.0000528

Reference33 articles.

1. American Petroleum Institute (API). (2007). “Recommended practice for planning.” Designing and constructing fixed offshore platforms-working stress design API RP2A 22nd Ed. API Washington DC.

2. Bond A. J. (1989). “Behaviour of displacement piles in over-consolidated clays.” Ph.D. thesis Imperial College London London.

3. Effects of installing displacement piles in a high OCR clay

4. External radial stress changes and axial capacity for suction caissons in soft clay

5. Chin C.-T. (1986). “Open-ended pile penetration in saturated clays.” Ph.D. thesis Massachusetts Institute of Technology (MIT) Cambridge MA.

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