Embedment Effects on Vertical Bearing Capacity of Offshore Bucket Foundations on Cohesionless Soil-Reference-Cited by-同舟云学术

Embedment Effects on Vertical Bearing Capacity of Offshore Bucket Foundations on Cohesionless Soil

Published:2017-04 Issue:4 Volume:17 Page:04016110
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Barari A.¹,Ibsen L. B.²,Taghavi Ghalesari A.³,Larsen K. A.⁴

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061 (corresponding author).

2. Professor, Dept. of Civil Engineering, Aalborg Univ., Sofiendalsvej 9200 Aalborg, Denmark.

3. Researcher in Civil Engineering, Babol Univ. of Technology, Babol 47148-71167, Mazandaran, Iran.

4. Researcher in Civil Engineering, Cowi A/S, 9000 Aalborg, Denmark.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000782

Reference52 articles.

1. Andersen K. H. et al. (2005). “Suction anchors for deepwater applications.” Proc. Int. Symp. on Frontiers in Offshore Geotechniques (ISFOG) Keynote Lecture CRC Press/Balkema Rotterdam Netherlands 3–30.

2. Barari A. (2012). “Characteristic behavior of bucket foundations.” Ph.D. thesis Aalborg Univ. Aalborg Denmark.

3. Undrained response of bucket foundations to moment loading

4. VERTICAL CAPACITY OF BUCKET FOUNDATIONS IN UNDRAINED SOIL

5. Bhattacharya S. Cox J. A. Lombardi D. and Wood D. M. (2013). “Dynamics of offshore wind turbines supported on two foundations.” Proc. Inst. Civ. Eng. Geotech. Eng. 166(2) 159–169. 10.1680/geng.11.00015

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