Cyclic response of a stiffened suction caisson anchor in calcareous silt-Reference-Cited by-同舟云学术

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Cyclic response of a stiffened suction caisson anchor in calcareous silt

Published:2020-04 Issue: Volume:201 Page:107097
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Koh Kai Xiang,Kim Youngho,Hossain Muhammad Shazzad

Funder

Australian Research Council

Australian Research Council Centre of Excellence for Geotechnical Science and Engineering and as a Centre of Excellence by the Lloyd's Register Foundation

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference41 articles.

1. Cyclic soil parameters for offshore foundation design;Andersen,2015

2. Shear strength along outside wall of suction anchors in clay after installation;Andersen,2002

3. Shear strength along inside of suction anchors skirt wall in clay;Andersen,2004

4. Suction anchors for deepwater applications;Andersen,2005

5. Inclined load capacity of suction caissons;Aubeny;Int. J. Numer. Anal. Methods GeoMech.,2003

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental evaluation of the pull-out behavior of suction caissons in saturated sand soil;Ocean Engineering;2023-10

2. Insight into the Behavior of a Caisson Anchor under Cyclic Loading in Calcareous Silt;Journal of Geotechnical and Geoenvironmental Engineering;2022-07

3. Experimental study of consolidation properties of calcareous silt;ROCK SOIL MECH;2021

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