Linking Site Investigation Efforts to Final Design Savings with Simplified Reliability-Based Design Methods
暂无分享,去创建一个
[1] ChingJianye,et al. Modeling parameters of structured clays as a multivariate normal distribution , 2012 .
[2] Kok-Kwang Phoon,et al. Updating Uncertainties in Friction Angles of Clean Sands , 2012 .
[3] Kok-Kwang Phoon,et al. Reliability-Based Design of Foundations-A Modern View , 2012 .
[4] Gordon A. Fenton,et al. Towards reliable and effective site investigations , 2005 .
[5] Kok-Kwang Phoon,et al. Reducing shear strength uncertainties in clays by multivariate correlations. , 2010 .
[6] E. Vanmarcke. Probabilistic Modeling of Soil Profiles , 1977 .
[7] Kok-Kwang Phoon,et al. Quantile value method versus design value method for calibration of reliability-based geotechnical codes , 2013 .
[8] Kok-Kwang Phoon,et al. Value of Geotechnical Site Investigation in Reliability-Based Design , 2012 .
[9] D. V. Griffiths,et al. Measuring the risk of geotechnical site investigations , 2007 .
[10] Kok-Kwang Phoon,et al. A quantile-based approach for calibrating reliability-based partial factors , 2011 .
[11] Gordon A. Fenton,et al. A framework for quantifying the reliability of geotechnical investigations , 2003 .
[12] Kok-Kwang Phoon,et al. Development of a reliability-based design framework for transmission line structure foundations , 2003 .
[13] Charles C. Ladd,et al. New design procedure for stability of soft clays , 1974 .
[14] Kok-Kwang Phoon,et al. Multiple Resistance Factor Design for Shallow Transmission Line Structure Foundations , 2003 .
[15] Bryan E. Little,et al. American Association of State Highway and Transportation Officials. Highway Drainage Guidelines American Association of State Highway and Transportation Officials. LRFD Bridge Design Specifications , 2000 .