Numerical Investigation of Bearing Capacity of Spudcan Foundations in Clay Overlying Sand under Combined Loading-Reference-Cited by-同舟云学术

Numerical Investigation of Bearing Capacity of Spudcan Foundations in Clay Overlying Sand under Combined Loading

Published:2020-11 Issue:11 Volume:146 Page:04020117
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Yifa¹,Cassidy Mark J.²,Bienen Britta³

Affiliation:

1. Research Fellow, Dept. of Infrastructure Engineering, Melbourne School of Engineering, Univ. of Melbourne, Building 175, Engineering Block B 210, Parkville Melbourne, VIC 3010, Australia; formerly, Ph.D. Student, Centre for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Highway, Crawley Perth, WA 6009, Australia (corresponding author).

2. Dean and Professor, Melbourne School of Engineering, Univ. of Melbourne, Old Engineering Building, Parkville Melbourne, VIC 3010, Australia.

3. Associate Professor, Centre for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Highway, Crawley 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.1943-5606.0002369

Reference53 articles.

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2. Baglioni V. P. G. S. Chow and S. N. Endley. 1982. “Jack-up rig foundation stability in stratified soil profiles.” In Proc. Offshore Technology Conf. 363–384. Houston: Offshore Technology Conference.

3. Investigating six-degree-of-freedom loading of shallow foundations on sand

4. The strength and dilatancy of sands

5. Possibilites and limitations of finite elements for limit analysis

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