Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay-Reference-Cited by-同舟云学术

Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fu Dengfeng¹,Zhou Zefeng²^ORCID,Pradhan Dhruba Lal³,Yan Yue⁴

Affiliation:

1. Professor, Key Laboratory of Marine Environment and Ecology, Ministry of Education, Ocean Univ. of China, Qingdao 266100, China.

2. Senior Researcher, Advanced Modeling, Offshore Energy, Norwegian Geotechnical Institute, Sandakerveien 140, Oslo 0484, Norway (corresponding author). ORCID: .

3. Technical Lead in Deep-Sea Anchors, DNV Energy Systems, Z1, Veritasveien 1, Høvik 1363, Norway.

4. Associate Professor, State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin Univ., Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11500

Reference40 articles.

1. 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. Cupertino CA: International Offshore and Polar Engineering Conference.

2. API (American Petroleum Institute). 2011. Recommended practice 2GEO geotechnical and foundation design considerations. 1st ed. Washington, DC: API.

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

4. Centrifuge tests of shallow footing behaviour on sand under combined vertical-torsional loading

5. Combined loading of skirted foundations