Finite element modeling of lateral pipeline–soil interactions in dense sand
Abstract
Finite element (FE) analyses of pipeline–soil interaction for pipelines buried in dense sand subjected to lateral ground displacements are presented in this paper. Analysis is performed — using the Arbitrary Lagrangian–Eulerian (ALE) method available in Abaqus/Explicit FE software — in the plane strain condition using the Mohr–Coulomb (MC) and modified Mohr–Coulomb (MMC) models. The MMC model considers a number of important features and...
Paper Details
Title
Finite element modeling of lateral pipeline–soil interactions in dense sand
Published Date
Mar 1, 2016
Volume
53
Issue
3
Pages
490 - 504
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