Probabilistic comparative analysis between design rules of a shallow foundation safety
暂无分享,去创建一个
Denys Breysse | Julien Baroth | N. Piegay | S. Imanzadeh | D. Dias | S. M. Elachachi | S. Imanzadeh | D. Breysse | S. Elachachi | N. Piegay | Julien Baroth | Daniel Dias
[1] Wolfgang Fellin,et al. Uncertainty modelling and sensitivity analysis of tunnel face stability , 2010 .
[2] Samuel G. Paikowsky,et al. LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures , 2010 .
[3] A.H-S. Ang,et al. A Probabilistic Study of Safety and Design of Earth Slopes , 1973 .
[4] Kok-Kwang Phoon,et al. Model Uncertainty of Eurocode 7 Approach for Bearing Capacity of Circular Footings on Dense Sand , 2017 .
[5] J. Brinch Hansen. AKADEMIET FOR DE TEKNISKE VIDENSKABER , 2008 .
[6] Daniel Dias,et al. Probabilistic analyses of tunneling-induced ground movements , 2013 .
[7] Aleksandar S. Vesic,et al. Analysis of Ultimate Loads of Shallow Foundations , 1973 .
[8] T. Schweckendiek,et al. Some observations on ISO2394:2015 Annex D (Reliability of Geotechnical Structures) , 2016 .
[9] Samuel G. Paikowsky,et al. Developing a LRFD Procedure for Shallow Foundations , 2011 .
[10] Frank Wuttke,et al. Quality assessment of soil bearing capacity factor models of shallow foundations , 2016 .
[11] Donald E. Myers,et al. Reliability and Statistics in Geotechnical Engineering , 2005, Technometrics.
[12] Kok-Kwang Phoon,et al. On characterizing spatially variable soil Young’s modulus using spatial average , 2017 .
[13] Peter Lumb,et al. Safety factors and the probability distribution of soil strength , 1970 .
[14] T. Wolff. Probabilistic Slope Stability in Theory and Practice , 1996 .
[15] Harald Klammler,et al. Probabilistic bearing serviceability of drilled shafts in randomly stratified rock using a geostatistical perturbation method , 2016 .
[16] A E Ades,et al. Correlations Between Parameters in Risk Models: Estimation and Propagation of Uncertainty by Markov Chain Monte Carlo , 2003, Risk analysis : an official publication of the Society for Risk Analysis.
[17] Gordon A. Fenton,et al. Bearing-capacity prediction of spatially random c ϕ soils , 2003 .
[18] Suzanne Lacasse,et al. A conceptual framework for quantitative estimation of physical vulnerability to landslides , 2008 .
[19] A. Karakas. Practical Rock Engineering , 2008 .
[20] Bak Kong Low,et al. Reliability analysis of circular tunnel under hydrostatic stress field , 2010 .
[21] Claudia Cherubini,et al. Reliability evaluation of shallow foundation bearing capacity on c', Φ' soils , 2000 .
[22] Abdul-Hamid Soubra,et al. Reliability-Based Analysis and Design of Strip Footings against Bearing Capacity Failure , 2008 .
[23] Alec M. Marshall,et al. Probabilistic analysis of a coal mine roadway including correlation control between model input parameters , 2016 .
[24] Mohamed Rouainia,et al. A probabilistic approach to the ultimate capacity of skirted foundations in spatially variable clay , 2017 .
[25] Dian-Qing Li,et al. Model Uncertainty for Predicting the Bearing Capacity of Sand Overlying Clay , 2017 .
[26] H. T. Chiwaye,et al. A comparison of limit equilibrium and numerical modelling approaches to risk analysis for open pit mining , 2010 .
[27] Tamara Al-Bittar,et al. Bearing capacity of strip footings on spatially random soils using sparse polynomial chaos expansion , 2011 .
[28] Humberto Yáñez-Godoy,et al. Influence of spatial variability of soil friction angle on sheet pile walls’ structural behaviour , 2017 .
[29] Trevor L. L. Orr,et al. Designer's guide to EN 1997-1 : Eurocode 7 Geotechnical design - general rules , 2004 .
[30] Trevor L. L. Orr,et al. Reliability of shallow foundations designed to Eurocode 7 , 2010 .
[31] Bak Kong Low. Reliability analysis of rock slopes involving correlated nonnormals , 2007 .
[32] D. S. Young. A generalized probabilistic approach for slope analysis: practical application to an open pit iron ore mine , 1986 .
[33] Julien Baroth,et al. SFE method using Hermite polynomials: An approach for solving nonlinear mechanical problems with uncertain parameters , 2006 .
[34] Xing Zheng Wu. Assessing the correlated performance functions of an engineering system via probabilistic analysis , 2015 .
[35] D. V. Griffiths,et al. Reply to the discussion by R. Popescu on "Bearing capacity prediction of spatially random c - phi (variant) soils" , 2004 .
[36] Kit Fai Ho. Eurocode 7 and reliability : based design of earth retaining walls , 2015 .
[37] Alain Denis,et al. Foundation and overall structure designs of continuous spread footings along with soil spatial variability and geological anomaly , 2014 .
[38] G. Blöschl,et al. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards , 2008 .
[39] Ehsan Sadrossadat,et al. Indirect estimation of the ultimate bearing capacity of shallow foundations resting on rock masses , 2015 .
[40] Dian-Qing Li,et al. Chapter 4 Statistical characterization of multivariate geotechnical data , 2016 .
[41] Sung-Eun Cho,et al. Effect of spatial variability of cross‐correlated soil properties on bearing capacity of strip footing , 2010 .
[42] Jean‐Louis Briaud. Shear Strength Properties , 2013 .
[43] George Geoffrey Meyerhof,et al. Some recent research on the bearing capacity of foundations , 1963 .
[44] Guan Rong,et al. Impact of copula selection on geotechnical reliability under incomplete probability information , 2013 .
[45] Kok-Kwang Phoon,et al. Spatial correlation for transformation uncertainty and its applications , 2016 .
[46] Dian-Qing Li,et al. Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variables , 2011 .