Experimental validation of a mathematical model for seabed liquefaction in waves

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2011

Standard

Experimental validation of a mathematical model for seabed liquefaction in waves. / Sumer, B. Mutlu; Kirca, Özgür; Fredsøe, Jørgen.

Proceedings of the 21st International Offshore and Polar Engineering Conference. Vol. 3 International Society of Offshore & Polar Engineers, 2011. p. 1010-1018.

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2011

Harvard

Sumer, BM, Kirca, Ö & Fredsøe, J 2011, 'Experimental validation of a mathematical model for seabed liquefaction in waves'. in Proceedings of the 21st International Offshore and Polar Engineering Conference. vol. 3, International Society of Offshore & Polar Engineers, pp. 1010-1018.

APA

Sumer, B. M., Kirca, Ö., & Fredsøe, J. (2011). Experimental validation of a mathematical model for seabed liquefaction in waves. In Proceedings of the 21st International Offshore and Polar Engineering Conference. (Vol. 3, pp. 1010-1018). International Society of Offshore & Polar Engineers.

CBE

Sumer BM, Kirca Ö, Fredsøe J. 2011. Experimental validation of a mathematical model for seabed liquefaction in waves. In Proceedings of the 21st International Offshore and Polar Engineering Conference. International Society of Offshore & Polar Engineers. pp. 1010-1018.

MLA

Sumer, B. Mutlu, Özgür Kirca, and Jørgen Fredsøe "Experimental validation of a mathematical model for seabed liquefaction in waves". Proceedings of the 21st International Offshore and Polar Engineering Conference. International Society of Offshore & Polar Engineers. 2011. 1010-1018.

Vancouver

Sumer BM, Kirca Ö, Fredsøe J. Experimental validation of a mathematical model for seabed liquefaction in waves. In Proceedings of the 21st International Offshore and Polar Engineering Conference. Vol. 3. International Society of Offshore & Polar Engineers. 2011. p. 1010-1018.

Author

Sumer, B. Mutlu; Kirca, Özgür; Fredsøe, Jørgen / Experimental validation of a mathematical model for seabed liquefaction in waves.

Proceedings of the 21st International Offshore and Polar Engineering Conference. Vol. 3 International Society of Offshore & Polar Engineers, 2011. p. 1010-1018.

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2011

Bibtex

@inbook{2537721985ed41838aed0cccaeae8488,
title = "Experimental validation of a mathematical model for seabed liquefaction in waves",
publisher = "International Society of Offshore & Polar Engineers",
author = "Sumer, {B. Mutlu} and Özgür Kirca and Jørgen Fredsøe",
year = "2011",
volume = "3",
isbn = "9781880653968",
pages = "1010-1018",
booktitle = "Proceedings of the 21st International Offshore and Polar Engineering Conference",

}

RIS

TY - GEN

T1 - Experimental validation of a mathematical model for seabed liquefaction in waves

A1 - Sumer,B. Mutlu

A1 - Kirca,Özgür

A1 - Fredsøe,Jørgen

AU - Sumer,B. Mutlu

AU - Kirca,Özgür

AU - Fredsøe,Jørgen

PB - International Society of Offshore & Polar Engineers

PY - 2011

Y1 - 2011

N2 - This paper summarizes the results of an experimental study directed towards the validation of a mathematical model for the buildup of pore water pressure and resulting liquefaction of marine soils under progressive waves. Experiments were conducted under controlled conditions with silt ( d50 = 0.070 mm) in a wave flume with a soil pit. Waves with wave heights in the range 7.7-18 cm with the water depth 55 cm and the wave period 1.6 s enabled us to study both the liquefaction and no-liquefaction regime pore water pressure buildup. The experimental data was used to validate the model. A numerical example is also included in the paper to demonstrate the implementation of the model for real life scenarios.

AB - This paper summarizes the results of an experimental study directed towards the validation of a mathematical model for the buildup of pore water pressure and resulting liquefaction of marine soils under progressive waves. Experiments were conducted under controlled conditions with silt ( d50 = 0.070 mm) in a wave flume with a soil pit. Waves with wave heights in the range 7.7-18 cm with the water depth 55 cm and the wave period 1.6 s enabled us to study both the liquefaction and no-liquefaction regime pore water pressure buildup. The experimental data was used to validate the model. A numerical example is also included in the paper to demonstrate the implementation of the model for real life scenarios.

UR - http://www.isope.org/publications/proceedings/ISOPE/ISOPE%202011/start.htm

SN - 9781880653968

VL - 3

BT - Proceedings of the 21st International Offshore and Polar Engineering Conference

T2 - Proceedings of the 21st International Offshore and Polar Engineering Conference

SP - 1010

EP - 1018

ER -