Numerical Investigation of Novel Spudcan Shapes for Easing Spudcan-Footprint Interactions-Reference-Cited by-同舟云学术

Numerical Investigation of Novel Spudcan Shapes for Easing Spudcan-Footprint Interactions

Published:2018-09 Issue:9 Volume:144 Page:04018055
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jun M. J.¹,Kim Y. H.²^ORCID,Hossain M. S.³,Cassidy M. J.⁴,Hu Y.⁵,Sim J. W.⁶

Affiliation:

1. 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, 35 Stirling Hwy., Crawley, WA 6009, Australia (corresponding author). ORCID: .

3. Senior Research Fellow, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia.

4. Professor, Centre for Offshore Foundation Systems and ARC Centre of Excellence for Geotechnical Science and Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia.

5. Professor, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia.

6. Research Engineer, Daewoo Shipbuilding and Marine Engineering Co. Ltd., 5F, 26. Eulji-ro 5-gil, Jung-gu, Seoul 100-210, Republic of Korea.

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.1943-5606.0001925

Reference46 articles.

1. Brennan R. H. Diana R. W. P. Stonor M. J. R. Hoyle C.-P. Cheng D. Martin and R. Roper. 2006. “Installing jackups in punch-through-sensitive clays.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference.

2. Experimental Investigation of the Reinstallation of Spudcan Footings Close to Existing Footprints

3. Influence of overburden pressure and soil rigidity on uplift behavior of square plate anchor in uniform clay

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