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

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 characte ...

[1]  Johan Spross,et al.  Extended multivariate approach for uncertainty reduction in the assessment of undrained shear strength in clays , 2014 .

[2]  F. H. Kulhawy,et al.  Reliability-based foundation design for transmission line structures , 1988 .

[3]  Neil Dixon,et al.  Refining shear strength characteristic value using experience , 2008 .

[4]  Manuel Matos Fernandes,et al.  Characteristic values of ground parameters and probability of failure in design according to Eurocode 7 , 2001 .

[5]  Kok-Kwang Phoon.  Reliability of geotechnical structures , 2016 .

[6]  Bolton.  What are partial factors for , 1993 .

[7]  Kok-Kwang Phoon,et al.  Linking Site Investigation Efforts to Final Design Savings with Simplified Reliability-Based Design Methods , 2014 .

[8]  Malcolm D. Bolton,et al.  Design of Geostructural Systems , 2016 .

[9]  D. V. Griffiths,et al.  Risk Assessment in Geotechnical Engineering , 2008 .

[10]  K. Phoon,et al.  Characterization of Geotechnical Variability , 1999 .

[11]  Milan Holický,et al.  Assessment of model uncertainties for structural resistance , 2016 .

[12]  Stefan Larsson,et al.  Implementing the Multivariate approach in reliability-based design of a sheet-pile wall , 2016 .

[13]  Kok-Kwang Phoon,et al.  Correlations for undrained shear strength of Finnish soft clays , 2016 .

[14]  Kok-Kwang Phoon,et al.  Evaluation of Geotechnical Property Variability , 1999 .

[15]  Yusuke Honjo,et al.  General and local estimation of local average and their application in geotechnical parameter estimations , 2007 .

[16]  Kok-Kwang Phoon,et al.  Reducing shear strength uncertainties in clays by multivariate correlations. , 2010 .

[17]  Yu Wang,et al.  Bayesian Model Comparison and Characterization of Undrained Shear Strength , 2014 .

[18]  Dimitris Diamantidis,et al.  The Joint Committee on Structural Safety (JCSS) Probabilistic Model Code for New and Existing Structures , 1999 .

[19]  Johan Spross,et al.  Multivariate stability assessment during staged construction , 2016 .

[20]  Kok-Kwang Phoon,et al.  Role of reliability calculations in geotechnical design , 2017 .

[21]  Trevor L. L. Orr,et al.  Designer's guide to EN 1997-1 : Eurocode 7 Geotechnical design - general rules , 2004 .

[22]  D. V. Griffiths,et al.  On a unified theory for reliability-based geotechnical design , 2016 .

[23]  S-Cr Lo,et al.  Characteristic and design soil parameters: use of statistics , 2007 .

[24]  Tom Tietenberg.  Implementation and evolution , 2001 .

[25]  Palle Thoft-Christensen,et al.  Structural Reliability Theory and Its Applications , 1982 .

[26]  Wilson H. Tang,et al.  Bayesian Frequency Analysis , 1980 .

[27]  Kok-Kwang Phoon,et al.  Reliability-based design and its complementary role to Eurocode 7 design approach , 2015 .

[28]  David Mašín,et al.  The influence of experimental and sampling uncertainties on the probability of unsatisfactory performance in geotechnical applications , 2015 .

[29]  P. Brooker,et al.  INACCURACIES ASSOCIATED WITH ESTIMATING RANDOM MEASUREMENT ERRORS , 1997 .

[30]  C. Pohl,et al.  Determination of characteristic soil values by statistical methods , 2011 .

[31]  D. V. Griffiths,et al.  Reliability-based geotechnical design in 2014 Canadian Highway Bridge Design Code , 2016 .