Lateral and Uplift Capacity of Pipeline Buried in Seabed of Homogeneous Clay
Abstract
Buried offshore pipes are prone to upheaval and lateral buckling because of the high temperature and pressure of the materials being transported. An attempt has been made in the present study to evaluate uplift and lateral capacity of buried offshore pipes in a soft clay seabed using finite-element software. The numerical model used in the present study has been validated against results available in the literature. Finite-element analyses are...
Paper Details
Title
Lateral and Uplift Capacity of Pipeline Buried in Seabed of Homogeneous Clay
Published Date
Aug 1, 2021
Volume
12
Issue
3
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