Large-Deformation Numerical Modeling of Short-Term Compression and Uplift Capacity of Offshore Shallow Foundations-Reference-Cited by-同舟云学术

Large-Deformation Numerical Modeling of Short-Term Compression and Uplift Capacity of Offshore Shallow Foundations

Published:2014-03 Issue:3 Volume:140 Page:04013021
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chatterjee Santiram¹,Mana Divya S. K.²,Gourvenec Susan³,Randolph Mark F.⁴

Affiliation:

1. Research Associate, Centre for Offshore Foundation Systems and Australian Research Council Centre of Excellence for Geotechnical Science and Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia.

2. Ph.D. Candidate, Centre for Offshore Foundation Systems and Australian Research Council Centre of Excellence for Geotechnical Science and Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia.

3. Professor, Centre for Offshore Foundation Systems and Australian Research Council Centre of Excellence for Geotechnical Science and Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia (corresponding author).

4. Professor, Centre for Offshore Foundation Systems and Australian Research Council Centre of Excellence for Geotechnical Science and Engineering, Univ. of Western Australia, Crawley, 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.1943-5606.0001043

Reference35 articles.

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3. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

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5. The effects of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines

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