Comparison between VELACS numerical 'class A' predictions and centrifuge experimental soil test results

Radu Popescu; Jean H. Prevost

doi:10.1016/0267-7261(94)00038-I

Comparison between VELACS numerical 'class A' predictions and centrifuge experimental soil test results

Radu Popescu, Jean H. Prevost

Civil & Environmental Engineering

Research output: Contribution to journal › Article › peer-review

44 Scopus citations

Abstract

The numerical 'class A' predictions performed within the framework of the VELACS Project are compared to the experimental results recorded in the centrifuge experiments. The comparisons are made in terms of: (1) the root mean square error of the predictions with respect to the mean of the experimental results; and (2) the size of a confidence interval centered at the predicted value which contains the estimated true value of the experimental results with a 75% probability. An assessment of the capability of various groups of constitutive soil models to predict excess pore pressures induced by dynamic loading is also presented.

Original language	English (US)
Pages (from-to)	79-92
Number of pages	14
Journal	Soil Dynamics and Earthquake Engineering
Volume	14
Issue number	2
DOIs	https://doi.org/10.1016/0267-7261(94)00038-I
State	Published - 1995

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology
Soil Science

Keywords

'class A' predictions
centrifuge experiments
confidence intervals
soil liquefaction

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10.1016/0267-7261(94)00038-I

Cite this

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title = "Comparison between VELACS numerical 'class A' predictions and centrifuge experimental soil test results",

abstract = "The numerical 'class A' predictions performed within the framework of the VELACS Project are compared to the experimental results recorded in the centrifuge experiments. The comparisons are made in terms of: (1) the root mean square error of the predictions with respect to the mean of the experimental results; and (2) the size of a confidence interval centered at the predicted value which contains the estimated true value of the experimental results with a 75% probability. An assessment of the capability of various groups of constitutive soil models to predict excess pore pressures induced by dynamic loading is also presented.",

keywords = "'class A' predictions, centrifuge experiments, confidence intervals, soil liquefaction",

author = "Radu Popescu and Prevost, {Jean H.}",

note = "Funding Information: The work reported in this study was supported in part by a grant from Kajima Corporation, Japan to Princeton University. This support is most gratefully acknowledged. The authors are also indebted to the VELACS Project Steering Committee and experimenters, for providing the results of the 'class A' predictions and centrifuge experiments discussed in this study. And last but not least, the authors would like to thank Professor Erik H. Vanmarcke for his valuable suggestions. Copyright: Copyright 2015 Elsevier B.V., All rights reserved.",

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doi = "10.1016/0267-7261(94)00038-I",

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AU - Popescu, Radu

AU - Prevost, Jean H.

N1 - Funding Information: The work reported in this study was supported in part by a grant from Kajima Corporation, Japan to Princeton University. This support is most gratefully acknowledged. The authors are also indebted to the VELACS Project Steering Committee and experimenters, for providing the results of the 'class A' predictions and centrifuge experiments discussed in this study. And last but not least, the authors would like to thank Professor Erik H. Vanmarcke for his valuable suggestions. Copyright: Copyright 2015 Elsevier B.V., All rights reserved.

PY - 1995

Y1 - 1995

N2 - The numerical 'class A' predictions performed within the framework of the VELACS Project are compared to the experimental results recorded in the centrifuge experiments. The comparisons are made in terms of: (1) the root mean square error of the predictions with respect to the mean of the experimental results; and (2) the size of a confidence interval centered at the predicted value which contains the estimated true value of the experimental results with a 75% probability. An assessment of the capability of various groups of constitutive soil models to predict excess pore pressures induced by dynamic loading is also presented.

AB - The numerical 'class A' predictions performed within the framework of the VELACS Project are compared to the experimental results recorded in the centrifuge experiments. The comparisons are made in terms of: (1) the root mean square error of the predictions with respect to the mean of the experimental results; and (2) the size of a confidence interval centered at the predicted value which contains the estimated true value of the experimental results with a 75% probability. An assessment of the capability of various groups of constitutive soil models to predict excess pore pressures induced by dynamic loading is also presented.

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KW - centrifuge experiments

KW - confidence intervals

KW - soil liquefaction

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Comparison between VELACS numerical 'class A' predictions and centrifuge experimental soil test results

Abstract

All Science Journal Classification (ASJC) codes

Keywords

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