New Mechanism-Based Design Approach for Spudcan Foundations on Single Layer Clay-Reference-Cited by-同舟云学术

New Mechanism-Based Design Approach for Spudcan Foundations on Single Layer Clay

Published:2009-09 Issue:9 Volume:135 Page:1264-1274
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hossain Muhammad Shazzad¹²,Randolph Mark F.¹²

Affiliation:

1. Ph.D. Student, Centre for Offshore Foundation Systems, The Univ. of Western Australia, 35 Stirling Hwy, Crawley, WA 6009.

2. ARC Federation Fellow, Centre for Offshore Foundation Systems, The Univ. of Western Australia, 35 Stirling Hwy, Crawley, WA 6009 (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.1943-5606.0000054

Reference41 articles.

1. Ahrendsen B. K. Dutt R. N. and Ingram W. B. (1989). “Jackup footing performance: An integrated approach to geotechnical assessment.” Proc. 21st Offshore Technology Conf. Houston 525–534 OTC 6027.

2. Cassidy M. J. Houlsby G. T. Hoyle M. and Marcom M. R. (2002). “Determining appropriate stiffness levels for spudcan foundations using jack-up case records.” Proc. 21st Int. Conf. on Offshore Mechanics and Arctic Engineering American Society of Mechanical Engineers (ASME) Oslo Norway OMAE2002-28085R.

3. Axially symmetric plastic deformations in soils

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