Technical Papers
Jun 28, 2017

Implementing the Extended Multivariate Approach in Design with Partial Factors for a Retaining Wall in Clay

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Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 3, Issue 4

Abstract

Limitations with the current design using partial factors in Eurocode 7 have been identified. Uncertainties in the material properties are incorporated in both the cautious estimate of the characteristic value and the partial factor. Furthermore, the partial factor is fixed, which limits the opportunities to update the design when additional information is available. A more rational procedure of managing uncertainties in design with partial factors is proposed based on the Bayesian methodology referred to as the extended multivariate approach. The benefits of the approach are illustrated with a case study in which uncertainties of undrained shear strength are characterized for a Swedish clay. The characteristic value and design value is calculated in accordance with the Swedish national annex to Eurocode 7 by adjusting the otherwise fixed partial factor with a conversion factor allowable through EN 1990. The study highlights major benefits in managing uncertainties in a quantifiable and rational way.

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Acknowledgments

This study was undertaken as a part of the research project Transparent Underground Structure (TRUST) and was funded by the Swedish Research Council Formas (the Swedish Research Council for Environment, Agricultural Sciences and Spatial Planning); the Swedish Transport Administration; Better Interaction in Geotechnics (BIG); and Tyréns AB. Their support is gratefully acknowledged. Furthermore, the authors would like to thank the anonymous reviewers for their valuable comments.

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 3Issue 4December 2017

History

Received: Nov 8, 2016
Accepted: Mar 24, 2017
Published online: Jun 28, 2017
Discussion open until: Nov 28, 2017
Published in print: Dec 1, 2017

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Anders Prästings [email protected]
Ph.D. Student, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology, Brinellvägen 23, SE-100 44 Stockholm, Sweden (corresponding author). E-mail: [email protected]
Johan Spross, Ph.D. [email protected]
Postdoctoral Researcher, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology, Brinellvägen 23, SE-100 44 Stockholm, Sweden. E-mail: [email protected]
Rasmus Müller, Ph.D. [email protected]
Senior Geotechnical Engineer, Tyréns AB, Sturegatan 4, SE-784 31, Borlänge, Sweden. E-mail: [email protected]
Stefan Larsson, Ph.D. [email protected]
Professor, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology, Brinellvägen 23, SE-100 44 Stockholm, Sweden. E-mail: [email protected]
William Bjureland [email protected]
Ph.D. Student, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology, Brinellvägen 23, SE-100 44 Stockholm, Sweden. E-mail: [email protected]
Fredrik Johansson, Ph.D. [email protected]
Associate Professor, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology, Brinellvägen 23, SE-100 44 Stockholm, Sweden. E-mail: [email protected]

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