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Reliability Assessment of Shallow Foundation Stability Under Eccentric Load Using Monte Carlo and First Order Second Moment Method
Authors:Fatolahzadeh  Sina  Mehdizadeh  Rasool
Institution:1.Civil Engineering Department, Islamic Azad University Najaf Abad Branch, Isfahan, Iran
;2.GeoRessources, UMR 7359, Université de Lorraine/CNRS/CREGU, Mines Nancy, France
;
Abstract:Geotechnical and Geological Engineering - An analytical model defining soil-foundation probability of failure with respect to total system stability was developed in the present study. Soil...
Keywords:
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