Sand–pipeline–trench lateral interaction effects for shallow buried pipelines

A large-deformation numerical methodology is applied to simulate the interaction effects for a pipeline installed in a trench backfilled with loosely deposited dry sand, focusing on shallow buried pipelines subjected to lateral displacements relative to the surrounding soil. Based on the backfill–pi...

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Veröffentlicht in:	Computers and geotechnics 2013-10, Vol.54, p.53-59
Hauptverfasser:	Kouretzis, George P., Sheng, Daichao, Sloan, Scott W.
Format:	Artikel
Sprache:	eng
Schlagworte:	Backfilling Buried pipelines Computer simulation Design Dry sand Drying Embedment Lateral movement Mathematical models Methodology Pipelines Sand Trench Trenches
Online-Zugang:	Volltext
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