Offshore pipeline buried in Indian coastal clay: buckling behaviour analysis-Reference-Cited by-同舟云学术

Offshore pipeline buried in Indian coastal clay: buckling behaviour analysis

Published:2021-06-08 Issue: Volume: Page:1-16
ISSN:1744-5302
Container-title:Ships and Offshore Structures
language:en
Short-container-title:Ships and Offshore Structures

Author:

Seth Debtanu¹^ORCID,Manna Bappaditya¹^ORCID,Shahu J. T.¹,Fazeres-Ferradosa Tiago²³^ORCID,Taveira-Pinto Francisco²³^ORCID,Rosa-Santos Paulo²³^ORCID,Pinto Francisco V. C. Taveira³⁴^ORCID

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi, India

2. CIIMAR – Interdisciplinary Centre of Marine and Environmental Research of the University of Porto, Terminal de Cruzeiros do Porto de Leixões, Matosinhos, Portugal

3. Department of Civil Engineering, FEUP – Faculty of Engineering of the University of Porto, Porto, Portugal

4. IHRH – Hydraulics and water Resources Institute, Porto, Portugal

Funder

European Fund for Regional Development

Programa Operacional Competitividade e Internacionalização

Fundação para a Ciência e a Tecnologia (

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17445302.2021.1936414

Reference51 articles.

1. Bransby MF, Newson TA, Brunning P, Davies MCR. 2001. Numerical and centrifuge modeling of the upheaval resistance of buried pipelines. Proceedings of OMAE Pipeline Symposium; Rio de Janeiro.

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

3. Probabilistic analysis of the uplift resistance of buried pipelines in clay

4. Numerical simulations of pipe–soil interaction during large lateral movements on clay

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