## Experimental validation of a mathematical model for seabed liquefaction in waves

Publication: Research - peer-review › Article 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.

Publication: Research - peer-review › Article in proceedings – Annual report year: 2011

### Harvard

*Proceedings of the 21st International Offshore and Polar Engineering Conference.*vol. 3, International Society of Offshore & Polar Engineers, pp. 1010-1018.

### APA

*Proceedings of the 21st International Offshore and Polar Engineering Conference.*(Vol. 3, pp. 1010-1018). International Society of Offshore & Polar Engineers.

### CBE

### MLA

*Proceedings of the 21st International Offshore and Polar Engineering Conference.*International Society of Offshore & Polar Engineers. 2011. 1010-1018.

### Vancouver

### Author

### Bibtex

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### RIS

TY - GEN

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

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.

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 -