Failure Envelopes for Combined Loading of Skirted Foundations in Layered Deposits-Reference-Cited by-同舟云学术

Failure Envelopes for Combined Loading of Skirted Foundations in Layered Deposits

Published:2021-07 Issue:4 Volume:147 Page:04021008
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Barari Amin¹,Ghaseminejad Vali²,Ibsen Lars Bo³

Affiliation:

1. Associate Professor, Dept. of the Built Environment, Aalborg Univ., Thomas Manns Vej 23, 9220 Aalborg Ø, Denmark (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Azad Univ., Nowshahr Branch, Nowshahr 46511–41433, Iran.

3. Professor, Dept. of the Built Environment, Aalborg Univ., Thomas Manns Vej 23, 9220 Aalborg Ø, Denmark.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000639

Reference36 articles.

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

2. Baldi G. V. N. Bellotti N. Chionna M. Jamiolkowski and E. Pasqualini. 1986. “Interpretation of CPT’s and CPTU’s-2nd part: Drained penetration of sands.” In Proc. 4th Int. Geotechnical Seminar Field Instrumentation and In-Situ Measurements 143–156. Singapore: Nanyang Technological Institute.

3. Undrained response of bucket foundations to moment loading

4. Insight into the lateral response of offshore shallow foundations

5. Design of Foundations for Offshore Wind Turbines

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