Shaft Capacity of Displacement Piles in Clay Using the Cone Penetration Test-Reference-Cited by-同舟云学术

Shaft Capacity of Displacement Piles in Clay Using the Cone Penetration Test

Published:2013-02 Issue:2 Volume:139 Page:253-266
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lehane Barry M.¹,Li Yunong²,Williams Ryan³

Affiliation:

1. Winthrop Professor of Geotechnical Engineering, School of Civil Engineering, Univ. of Western Australia, Perth, WA 6009, Australia (corresponding author).

2. Lecturer, Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong Univ., Chengdu 066004, China; formerly, Academic Visitor, School of Civil Engineering, Univ. of Western Australia, Perth, WA 6009, Australia.

3. Engineer, SRK Consulting, 10 Richardson St., Perth WA 6005, Australia; formerly, Undergraduate Student, School of Civil Engineering, Univ. of Western Australia, Perth, WA 6009, Australia.

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.1943-5606.0000749

Reference57 articles.

1. Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay

2. Investigations on the dynamic behavior of a small-diameter pile driven in soft clay

3. American Petroleum Institute (API). (2000). Recommended practice of planning designing and constructing fixed offshore platforms RP2A 16th Ed. Washington DC.

4. Amini A. Fellenius B. H. Sabbagh M. Naesgaard E. and Buehler M. (2008). “Pile loading tests at Golden Ears Bridge.” 61st Canadian Geotechnical Conf. GeoEdmonton'08 Edmonton AB Canada.

5. Bond A. J. (1989). “Behaviour of displacement piles in overconsolidated clays.” Ph.D. thesis Univ. of London (Imperial College) London.

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