Estimation of spudcan penetration using a probabilistic eulerian finite element analysis

S. Fallah; K. Gavin; E. Moradabadi

Estimation of spudcan penetration using a probabilistic eulerian finite element analysis

S. Fallah, K. Gavin, E. Moradabadi

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

4 Citations (Scopus)

Abstract

The probabilistic approach was employed to consider the uncertainties in prediction of spudcan penetration in clay. The Latin Hypercube Sampling method was used to generate 300 sample sets of input parameters based on the laboratory and field data. Each set of input parameters was used in conducting Coupled Eulerian Lagrangian finite element analysis. The probabilistic density function of the penetration depth under the maximum applied preload was obtained. The comparison of the results to the measured data showed that the introduced method can produce reasonable prediction of spudcan penetration considering the uncertainties involved in this problem.

Original language	English
Title of host publication	Frontiers in Offshore Geotechnics III - 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015
Publisher	CRC Press / Balkema - Taylor & Francis Group
Pages	1281-1286
Number of pages	6
ISBN (Electronic)	9781138028487
Publication status	Published - 2015
Externally published	Yes
Event	Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015 - Oslo, Norway Duration: 10 Jun 2015 → 12 Jun 2015

Conference

Conference	Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015
Country/Territory	Norway
City	Oslo
Period	10/06/15 → 12/06/15

Cite this

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title = "Estimation of spudcan penetration using a probabilistic eulerian finite element analysis",

abstract = "The probabilistic approach was employed to consider the uncertainties in prediction of spudcan penetration in clay. The Latin Hypercube Sampling method was used to generate 300 sample sets of input parameters based on the laboratory and field data. Each set of input parameters was used in conducting Coupled Eulerian Lagrangian finite element analysis. The probabilistic density function of the penetration depth under the maximum applied preload was obtained. The comparison of the results to the measured data showed that the introduced method can produce reasonable prediction of spudcan penetration considering the uncertainties involved in this problem.",

author = "S. Fallah and K. Gavin and E. Moradabadi",

year = "2015",

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pages = "1281--1286",

booktitle = "Frontiers in Offshore Geotechnics III - 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015",

publisher = "CRC Press / Balkema - Taylor & Francis Group",

note = "Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015 ; Conference date: 10-06-2015 Through 12-06-2015",

}

Fallah, S, Gavin, K & Moradabadi, E 2015, Estimation of spudcan penetration using a probabilistic eulerian finite element analysis. in Frontiers in Offshore Geotechnics III - 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015. CRC Press / Balkema - Taylor & Francis Group, pp. 1281-1286, Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015, Oslo, Norway, 10/06/15.

Estimation of spudcan penetration using a probabilistic eulerian finite element analysis. / Fallah, S.; Gavin, K.; Moradabadi, E.
Frontiers in Offshore Geotechnics III - 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015. CRC Press / Balkema - Taylor & Francis Group, 2015. p. 1281-1286.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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AU - Fallah, S.

AU - Gavin, K.

AU - Moradabadi, E.

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N2 - The probabilistic approach was employed to consider the uncertainties in prediction of spudcan penetration in clay. The Latin Hypercube Sampling method was used to generate 300 sample sets of input parameters based on the laboratory and field data. Each set of input parameters was used in conducting Coupled Eulerian Lagrangian finite element analysis. The probabilistic density function of the penetration depth under the maximum applied preload was obtained. The comparison of the results to the measured data showed that the introduced method can produce reasonable prediction of spudcan penetration considering the uncertainties involved in this problem.

AB - The probabilistic approach was employed to consider the uncertainties in prediction of spudcan penetration in clay. The Latin Hypercube Sampling method was used to generate 300 sample sets of input parameters based on the laboratory and field data. Each set of input parameters was used in conducting Coupled Eulerian Lagrangian finite element analysis. The probabilistic density function of the penetration depth under the maximum applied preload was obtained. The comparison of the results to the measured data showed that the introduced method can produce reasonable prediction of spudcan penetration considering the uncertainties involved in this problem.

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M3 - Conference contribution

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BT - Frontiers in Offshore Geotechnics III - 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015

PB - CRC Press / Balkema - Taylor & Francis Group

T2 - Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015

Y2 - 10 June 2015 through 12 June 2015

ER -

Estimation of spudcan penetration using a probabilistic eulerian finite element analysis

Abstract

Conference

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