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The Effects of Backfill Soil Properties on Wave-induced Pore Pressures around a Trenched Pipeline | |
Gao FP(高福平)![]() ![]() ![]() | |
Source Publication | PROCEEDINGS OF THE FOURTEENTH (2004) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2 Pages: 44-49 Published: 2004 |
2004-05-23 | |
Conference Name | 14th International Offshore and Polar Engineering Conference (ISOPE 2004) |
Conference Date | MAY 23-28, 2004 |
Conference Place | Toulon, FRANCE |
Abstract | Offshore 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 ID | WOS:000223782200007 |
Indexed By | CPCI-S ; EI |
Language | 英语 |
Citation statistics | |
Document Type | 会议论文 |
Identifier | http://dspace.imech.ac.cn/handle/311007/13795 |
Collection | 力学所知识产出(1956-2008) |
Corresponding Author | Gao 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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2004-jsc-366.pdf(55KB) | 会议论文 | 开放获取 | CC BY-NC-SA | View Download |
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