Reliability functions for buried submarine pipelines in clay subjected to upheaval buckling-Reference-Cited by-同舟云学术

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Reliability functions for buried submarine pipelines in clay subjected to upheaval buckling

Published:2014-10 Issue: Volume:48 Page:308-321
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Valle-Molina Celestino^ORCID,Alamilla Jorge L.,Sánchez-Moreno Jorge,Najjar Shadi S.,López-Acosta Norma P.

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference37 articles.

1. Bayesian networks as a decision support tool in marine applications;Friis-Hansen,2000

2. Uplift resistance of buried pipelines at low cover diameter ratios;Wang,2010

3. Mobilization distance in uplift resistance modeling of pipelines;Wang,2011

4. In service buckling of heated pipelines;Hobbs;J Transport Eng,1984

5. Upheaval creep of buried heated pipelines with initial imperfections;Pedersen;Mar Struct,1988

Cited by 6 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. Uplift resistance of buried pipelines: The contribution of seepage forces;Ocean Engineering;2022-04

2. Importance of Lower-Bound Shear Strengths in the Reliability of Spatially Random Clayey Slopes;Geotechnical and Geological Engineering;2020-07-16

3. An unified formula for the critical force of lateral buckling of imperfect submarine pipelines;Ocean Engineering;2018-10

4. Resistance Factors for the Ultimate Limit State Design of Footings on Clays Reinforced with Stone Columns;Geo-Risk 2017;2017-06

5. Reliability-based design of spread footings on clays reinforced with aggregate piers;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2016-08-25

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