Resistance to skirt-tip with external bevels of suction caissons penetrating clay-Reference-Cited by-同舟云学术

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Resistance to skirt-tip with external bevels of suction caissons penetrating clay

Published:2022-04 Issue: Volume:249 Page:110909
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Wu Yuqi,Li Dayong,Yang Qing,Zhang Yukun

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference52 articles.

1. Foundation design of skirted foundations and anchors in clay;Andersen,1999

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

3. Effect of skirt-tip geometry on set-up outside suction anchors in soft clay;Andersen,2004

4. Suction anchors for deep water applications;Andersen,2005

5. Penetration resistance of offshore skirted foundations and anchor in dense sand;Andersen;J. Geotech. Geoenviron. Eng.,2008

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1. Analysis and prediction of suction caisson uplift capacity based on ISM and DNN;Applied Ocean Research;2024-08

2. Исследование устойчивости ячеистых конструкций из плоского металлического шпунта;Vestnik MGSU;2024-08-01

3. Analysis of bucket foundation installation in clay considering soil large deformation;Ocean Engineering;2023-11

4. Analysis of methods for calculating the stability of cellular structures;Vestnik MGSU;2023-07

5. Model testing of tripod caisson foundations in silty clay subjected to eccentric lateral loads;Frontiers of Structural and Civil Engineering;2023-03

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