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Numerical modelling of wave-induced pore pressure around a buried pipeline

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Numerical modelling of wave-induced pore pressure around a buried pipeline : WSPI-3D model. / Shabani, Behnam; Jeng, Dong-Sheng; Ye, Jianhong; Guo, Yakun.

Proceedings of the Asme 29th International Conference On Ocean, Offshore And Arctic Engineering, 2010: OMAE2010 Volume 1. NEW YORK : American Society of Mechanical Engineers, 2010. p. 747-755.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Harvard

Shabani, B, Jeng, D-S, Ye, J & Guo, Y 2010, 'Numerical modelling of wave-induced pore pressure around a buried pipeline: WSPI-3D model'. in Proceedings of the Asme 29th International Conference On Ocean, Offshore And Arctic Engineering, 2010: OMAE2010 Volume 1. American Society of Mechanical Engineers, NEW YORK, pp. 747-755, 29th ASME International Conference on Ocean, Offshore and Arctic Engineering, Shanghai, China, 6-11 June.

APA

Shabani, B., Jeng, D-S., Ye, J., & Guo, Y. (2010). Numerical modelling of wave-induced pore pressure around a buried pipeline: WSPI-3D model. In Proceedings of the Asme 29th International Conference On Ocean, Offshore And Arctic Engineering, 2010: OMAE2010 Volume 1. (pp. 747-755). NEW YORK: American Society of Mechanical Engineers.

Vancouver

Shabani B, Jeng D-S, Ye J, Guo Y. Numerical modelling of wave-induced pore pressure around a buried pipeline: WSPI-3D model. In Proceedings of the Asme 29th International Conference On Ocean, Offshore And Arctic Engineering, 2010: OMAE2010 Volume 1. NEW YORK: American Society of Mechanical Engineers. 2010. p. 747-755.

Author

Shabani, Behnam; Jeng, Dong-Sheng; Ye, Jianhong; Guo, Yakun / Numerical modelling of wave-induced pore pressure around a buried pipeline : WSPI-3D model.

Proceedings of the Asme 29th International Conference On Ocean, Offshore And Arctic Engineering, 2010: OMAE2010 Volume 1. NEW YORK : American Society of Mechanical Engineers, 2010. p. 747-755.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Bibtex - Download

@inbook{d91f40bd72544c9196bb71d7b4b2cff4,
title = "Numerical modelling of wave-induced pore pressure around a buried pipeline: WSPI-3D model",
keywords = "SOIL, FORCE",
publisher = "American Society of Mechanical Engineers",
author = "Behnam Shabani and Dong-Sheng Jeng and Jianhong Ye and Yakun Guo",
year = "2010",
isbn = "978-0-7918-4909-5",
pages = "747-755",
booktitle = "Proceedings of the Asme 29th International Conference On Ocean, Offshore And Arctic Engineering, 2010",

}

RIS (suitable for import to EndNote) - Download

TY - CHAP

T1 - Numerical modelling of wave-induced pore pressure around a buried pipeline

T2 - Proceedings of the Asme 29th International Conference On Ocean, Offshore And Arctic Engineering, 2010

A1 - Shabani,Behnam

A1 - Jeng,Dong-Sheng

A1 - Ye,Jianhong

A1 - Guo,Yakun

AU - Shabani,Behnam

AU - Jeng,Dong-Sheng

AU - Ye,Jianhong

AU - Guo,Yakun

PB - American Society of Mechanical Engineers

CY - NEW YORK

PY - 2010

Y1 - 2010

N2 - <p>In this paper a three-dimensional numerical model is developed to analyze the ocean wave-induced seabed response. The pipeline is assumed to be rigid and anchored within a trench. Quasi-static soil consolidation equations are solved with the aid of the proposed Finite Element (FE) model within COMSOL Multiphysics. The influence of wave obliquity on seabed responses, the pore pressure and soil stresses, are studied. A comprehensive tests of FE meshes is performed to determine appropriate meshes for numerical calculations. The present model is verified with the previous analytical solutions without a pipeline and two-dimensional experimental data with a pipeline. Numerical results suggest that the effect of wave obliquity on soil responses can be explained through the following two mechanisms: (i) geometry-based three-dimensional influences, and (ii) the formation of inversion nodes. However the influences of wave obliquity on the wave-induced pore pressure are insignificant.</p>

AB - <p>In this paper a three-dimensional numerical model is developed to analyze the ocean wave-induced seabed response. The pipeline is assumed to be rigid and anchored within a trench. Quasi-static soil consolidation equations are solved with the aid of the proposed Finite Element (FE) model within COMSOL Multiphysics. The influence of wave obliquity on seabed responses, the pore pressure and soil stresses, are studied. A comprehensive tests of FE meshes is performed to determine appropriate meshes for numerical calculations. The present model is verified with the previous analytical solutions without a pipeline and two-dimensional experimental data with a pipeline. Numerical results suggest that the effect of wave obliquity on soil responses can be explained through the following two mechanisms: (i) geometry-based three-dimensional influences, and (ii) the formation of inversion nodes. However the influences of wave obliquity on the wave-induced pore pressure are insignificant.</p>

KW - SOIL

KW - FORCE

UR - http://www.asmedl.org/dbt/dbt.jsp?KEY=ASMECP&Volume=2010&Issue=49095

UR - http://proceedings.asmedigitalcollection.asme.org/volume.aspx?volumeid=15646

M1 - Conference contribution

SN - 978-0-7918-4909-5

BT - Proceedings of the Asme 29th International Conference On Ocean, Offshore And Arctic Engineering, 2010

SP - 747

EP - 755

ER -

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