Uplift and lateral buckling failure mechanisms of offshore pipes buried in normally consolidated clay

• Type: Article in International Scientific Journal
• Date: 2021-03-01

Authors

Debtanu Seth (Author) Other; Bappaditya Manna (Author) Other; Jagdish Shahu (Author) Other; Prem Kumar (Author) Other; Tiago Ferradosa (Author) FEUP; Francisco Taveira Pinto (Author) FEUP; Paulo Rosa Santos (Author) FEUP; Hermes Carvalho (Author) Other

Journal

Title: Engineering Failure Analysis

Vol. 121 No. 105161

Pages: 1-19

ISSN: 1350-6307

Publisher: Elsevier

Indexing

ISI Web of Knowledge - 18 Citations

ISI Web of Science

Scopus - 19 Citations

Scientific classification

CORDIS: Technological sciences

FOS: Engineering and technology

Other information

Authenticus ID: P-00T-7H2

DOI: 10.1016/j.engfailanal.2020.105161

Abstract (EN): Buried offshore pipelines are crucial for the swift transportation of oils and similar fluidized materials from the oil rigs to the processing center or vice versa. In this study, a 2-D finite element analysis is performed to understand the pipeline-soil interaction, the failure mechanism of soil and the variation of capacity factors with different normalised soil properties during upward and lateral buckling of a buried offshore pipeline for no tension (NT) and full tension (FT) condition. The pipeline is installed in a normally consolidated clay bed with linearly varying undrained shear strength. The effect of embedment depth (H), unit weight of soil (gamma'), undrained shear strength (S-u), and roughness and tensile capacity of the pipe-soil interface on the failure mechanism and capacity factors of pipes are also studied. The current numerical model is validated first against a past numerical study, which showed a good agreement between the result obtained from the current study and the results obtained from the past study (Maitra et al., 2016). Then the failure mechanism and capacity factors are obtained, and their variation for different combinations of embedment depth and unit weight of soil are demonstrated. Both the uplift and lateral capacity factors are observed to be influenced by embedment depth and unit weight of soil. It is observed that, depending on the influencing parameters, both the uplift and lateral capacity factors can be critical for the buckling of the pipeline. Several displacement diagrams are presented to show the failure mechanisms clearly, while, the stress contours are given to observe the behavior of principal effective stresses during different failure mechanisms.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 19