IMECH-IR  > 力学所知识产出(1956-2008)
The Effects of Backfill Soil Properties on Wave-induced Pore Pressures around a Trenched Pipeline
Gao FP(高福平); Wu YX(吴应湘); Jeng DS; Gao FP(高福平)
Source PublicationPROCEEDINGS OF THE FOURTEENTH (2004) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2 Pages: 44-49 Published: 2004
2004-05-23
Conference Name14th International Offshore and Polar Engineering Conference (ISOPE 2004)
Conference DateMAY 23-28, 2004
Conference PlaceToulon, FRANCE
AbstractOffshore pipelines are always trenched into seabed to reduce wave-induced forces and thereby to enhance their stability. The trenches are generally backfilled either by in-site sediments or by depositing selected backfill materials over the pipeline from bottom-dump barge. The actual waves in shallow water zone are always characterized as nonlinear. The proper evaluation of the wave-induced pressures upon pipeline is important for coastal geotechnical engineers. However, most previous investigations of the wave–seabed–pipe interaction problem have been concerned only with a single sediment layer and linear wave loading. In this paper, based on Biot’s consolidation theory, a two-dimensional finite element model is developed to investigate non-linear wave induced pore pressures around trenched pipeline. The influences of the permeability of backfill soil and the geometry profiles of trenches upon soil responses around pipeline are studied respectively.
WOS IDWOS:000223782200007
Indexed ByCPCI-S ; EI
Language英语
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Cited Times:1[WOS]   [WOS Record]     [Related Records in WOS]
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/13795
Collection力学所知识产出(1956-2008)
Corresponding AuthorGao FP(高福平)
Recommended Citation
GB/T 7714
Gao FP,Wu YX,Jeng DS,et al. The Effects of Backfill Soil Properties on Wave-induced Pore Pressures around a Trenched Pipeline[C]PROCEEDINGS OF THE FOURTEENTH (2004) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2 Pages: 44-49 Published: 2004,2004.
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