Sidewall Shell Contribution to the Lateral Capacity of Offshore Suction Caissons in Clay-Reference-Cited by-同舟云学术

Sidewall Shell Contribution to the Lateral Capacity of Offshore Suction Caissons in Clay

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Efthymiou Georgia¹^ORCID,Gazetas George²

Affiliation:

1. Research Associate, Div. of Soil Mechanics and Foundation Engineering, Technical Univ. of Kaiserslautern, Kaiserslautern 67663, Germany (corresponding author). ORCID: .

2. Professor Emeritus, School of Civil Engineering, National Technical Univ. of Athens, Zografou, Athens 15780, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002898

Reference42 articles.

1. Load-bearing behavior of suction bucket foundations in sand

2. Simplified Constitutive Model for Simulation of Cyclic Response of Shallow Foundations: Validation against Laboratory Tests

3. Anastasopoulos I. M. Loli F. Gelagoti R. Kourkoulis and G. Gazetas. 2012. “Nonlinear soil–foundation interaction: Numerical analysis.” In Proc. 2nd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering edited by M. Maugeri. Dundee UK: Univ. of Dundee.

4. Andersen K. H. and H. P. Jostad. 2002. “Shear strength along outside wall of suction anchors in clay after installation.” In Proc. 12th Int. Offshore and Polar Engineering Conf. Mountain View CA: International Society of Offshore and Polar Engineers.

5. Design of Foundations for Offshore Wind Turbines

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