Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions-Reference-Cited by-同舟云学术

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Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions

Published:2022-12 Issue: Volume:129 Page:103388
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Yang Hongkuan,Guo Zhen^ORCID,Wang Lizhong,Qi Wengang

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference55 articles.

1. Stability of vertically bent pipelines buried in sand;Abduljauwad;J. Press. Vessel Technol.,2004

2. Guidelines for the Design of Buried Steel Pipe,2005

3. Pipeline flotation in liquefiable soil;Bonjean,2008

4. Submarine Cables and the Oceans: Connecting the World;Carter,2009

5. Lateral soil–pipeline interaction in sand backfill: effect of trench dimensions;Chaloulos;Comput. Geotech.,2015

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1. Scour-induced unloading effects on lateral response of large–diameter monopiles in dense sand;Computers and Geotechnics;2024-10

2. Evaluating scale effects in the modeling of buried offshore pipes in Chabahar carbonate sand using centrifuge testing;Applied Ocean Research;2024-09

3. Dynamic response of pipelines buried in clay-over-sand sloping seabed under wave loading;Applied Ocean Research;2024-08

4. Numerical Investigation on Uplift Behavior for Pipelines Shallowly Buried in Sloping Ground;Computers and Geotechnics;2024-03

5. Nonlinear Wave-Induced Uplift Force onto Pipelines Buried in Sloping Seabeds;Applied Sciences;2023-06-26

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