Numerical Study of Footprint Generation and Reinstallation of Jack-Up Footings-Reference-Cited by-同舟云学术

Numerical Study of Footprint Generation and Reinstallation of Jack-Up Footings

Published:2021-10 Issue:10 Volume:147 Page:04021107
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yu Long¹^ORCID,Zhang Heyue²,Liu Jun³,Huang Ying⁴

Affiliation:

1. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian 116024, China. ORCID: .

2. Ph.D. Student, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian 116024, China (corresponding author).

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian 116024, China.

4. Lecturer, School of Hydroelectricity, Changjiang Institute of Technology, No. 9 Wenhua Rd., Jiangxia District, Wuhan 430212 China.

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.1943-5606.0002625

Reference43 articles.

1. Byrne B. W. F. Villalobos G. T. Houlsby and C. M. Martin. 2003. “Laboratory testing of shallow skirted foundations in sand.” In Proc. BGA Int. Conf. on Foundations: Innovations Observations Design and Practice: Proc. Int. Conf. Organised by British Geotechnical Association and Held in Dundee Scotland 161–173. Dundee UK: Thomas Telford Publishing.

2. Carrington T. B. Hodges T. Aldridge J. Osborne and J. Mirrey. 2003. “Jackup advanced foundation analysis by automatic remeshing large strain FEA methods.” In Proc. 9th Int. Conf. on the Jackup Platform–Design Construction and Operation 23–24. Ottawa: Canadian Geotechnical Publishing.

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

4. Dassault Systemes. 2012. ABAQUS, version 6.11 EF documentation. Pawtucket, RI: Hibbitt, Karlsson and Sorensen.

5. A spudcan foundation model with excess pore pressures. Part 1. A principle of effective loads

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