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    Lateral and Uplift Capacity of Pipeline Buried in Seabed of Homogeneous Clay 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 003:;page 04021020-1
    Author(s): Prem Kumar; Debtanu Seth; Bappaditya Manna; J. T. Shahu
    Publisher: ASCE
    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 ...
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