Strength reduction for upheaval buckling of buried pipes in blocky clay backfill-Reference-Cited by-同舟云学术

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Strength reduction for upheaval buckling of buried pipes in blocky clay backfill

Published:2017-01 Issue: Volume:130 Page:210-217
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Brennan Andrew John,Ghahremani Mahmoud,Brown Michael John

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference16 articles.

1. The upheaval capacity of pipelines in jetted clay backfill;Bransby;Int. J. Offshore Polar Eng.,2002

2. Soil restraint on buckling oil and gas pipelines buried in lumpy clay fill;Cheuk;Eng. Struct.,2007

3. DNV, 2007. Global buckling of submarine pipelines, Recommended Practice. Det Norske Veritas.

4. Full-scale test of uplift resistance of trenched pipes;Eiksund;Int. J. Offshore Polar Eng.,2013

5. Pipe Uplift Resistance In Blocky Clays (M.Sc. Thesis);Ghahremani,2008

Cited by 11 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. Upheaval Buckling Resistance of Pipelines Buried in Unsaturated Clay Backfills;International Journal of Geomechanics;2023-05

2. Uplift Behavior of Pipelines Buried at Various Depths in Spatially Varying Clayey Seabed;Sustainability;2022-07-04

3. Uplift resistance of buried pipelines: The contribution of seepage forces;Ocean Engineering;2022-04

4. Buckling Mechanism of Offshore Pipelines: A State of the Art;Journal of Marine Science and Engineering;2021-10-01

5. Lateral and Uplift Capacity of Pipeline Buried in Seabed of Homogeneous Clay;Journal of Pipeline Systems Engineering and Practice;2021-08

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