Penetration Model for Installation of Skirted Foundations in Layered Soils-Reference-Cited by-同舟云学术

Penetration Model for Installation of Skirted Foundations in Layered Soils

Published:2019-10 Issue:10 Volume:145 Page:04019085
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Klinkvort Rasmus Tofte¹,Sturm Hendrik²^ORCID,Andersen Knut H.³

Affiliation:

1. Senior Consultant, Norwegian Geotechnical Institute, Sognsveien 72, Oslo 0855, Norway (corresponding author).

2. Technical Lead Offshore Renewables, Norwegian Geotechnical Institute, Sognsveien 72, Oslo 0855, Norway. ORCID: .

3. Technical Expert, Norwegian Geotechnical Institute, Sognsveien 72, Oslo 0855, Norway.

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.1943-5606.0002106

Reference20 articles.

1. Aas P. M. M. Saue and J. Aarsness. 2009. “Design predictions and measurements during installation of suction anchors with and without water-flow system to help installation through layered soil profiles.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference.

2. Penetration Resistance of Offshore Skirted Foundations and Anchors in Dense Sand

3. Andersen K. H. J. D. Murff M. F. Randolph E. C. Clukey C. T. Erbrich H. P. Jostad B. Hansen C. Aubeny P. Sharma and C. Supachawarotem. 2005. “Suction anchors for deepwater applications.” In Proc. Frontiers in Offshore Geotechnics (ISFOG) I 3–30. London: Taylor & Francis.

4. Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay

5. Erbrich C. T. and T. I. Tjelta. 1999. “Installation of bucket foundations and suction caissons in sand: Geotechnical performance.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference.

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