Finite Element Analyses Applied in Design of Foundations and Anchors for Offshore Structures-Reference-Cited by-同舟云学术

Finite Element Analyses Applied in Design of Foundations and Anchors for Offshore Structures

Published:2011-12 Issue:6 Volume:11 Page:417-430
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Andresen Lars¹²³,Petter Jostad Hans¹²³,Andersen Knut H.¹²³

Affiliation:

1. Division Director, Norwegian Geotechnical Inst., P.O. Box 3930 Ullevaal Stadion, N-0806 Oslo, Norway (corresponding author).

2. Expert Advisor, Norwegian Geotechnical Inst., P.O. Box 3930 Ullevaal Stadion, N-0806 Oslo, Norway.

3. Technical Director, Norwegian Geotechnical Inst., P.O. Box 3930 Ullevaal Stadion, N-0806 Oslo, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000020

Reference23 articles.

1. Bearing Capacity for Foundations with Cyclic Loads

2. Andersen K. H. and Jostad H. P. (2002). “Shear strength along outside wall of suction anchors in clay after installation.” Proc. 12th Int. Offshore and Polar Engineering Conf. International Society of Offshore and Polar Engineers (ISOPE) Cupertino CA 26–31.

3. Model Tests of Gravity Platforms. II: Interpretation

4. Andersen K. H. Dyvik R. Kikuchi Y. and Skomedal E. (1992). “Clay behaviour under irregular cyclic loading.” Proc. Int. Conf. on Behavior of Offshore Structures Vol. 2 937–950.

5. Field Tests of Anchors in Clay II: Predictions and Interpretation

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