Effect of Installation Method on External Shaft Friction of Caissons in Soft Clay-Reference-Cited by-同舟云学术

Effect of Installation Method on External Shaft Friction of Caissons in Soft Clay

Published:2009-05 Issue:5 Volume:135 Page:605-615
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen W.¹²³,Zhou H.¹²³,Randolph M. F.¹²³

Affiliation:

1. Main Roads, Western Australia; formerly, Ph.D. Student, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia.

2. Research Associate, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia.

3. Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia (corresponding author).

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.1943-5606.0000033

Reference24 articles.

1. American Petroleum Institute (API). (1993). “RP2A: Recommended practice for planning designing and constructing fixed offshore platforms.” API Rec. Practice 2A Dallas.

2. Andersen K. H. (2005b). “Suction anchors for deepwater applications.” Proc. Int. Symp. on Frontiers in Offshore Geotech. ISFOG’05 Perth Australia Taylor & Francis London 3–30.

3. Centrifuge tests on installation of suction anchors in soft clay

4. Andersen K. H. and Jostad H. P. (1999). “Foundation design of skirted foundations and anchors in clay.” Proc. 31st Annual Offshore Tech. Conf. Houston Paper No. OTC 10824 1–10.

5. Andersen K. H. and Jostad H. P. (2002). “Shear strength along outside wall of suction anchors in clay after installation.” Proc. 12th Int. Offshore and Polar Engrg. Conf. ISOPE’2002 ISOPE Kitakyushu Japan 785–794.

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