Analytical Model for the Ultimate Bearing Capacity of Foundations from Cone Resistance

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Analytical Model for the Ultimate Bearing Capacity of Foundations from Cone Resistance


نویسنده	Eslami A ,Gholami M
منبع	scientia iranica - 2006 - دوره : 13 - شماره : 3 - صفحه:223 -233
چکیده	By application of cone penetration test (cpt) data for shallow foundation (footing) design, the problems of providing representative undisturbed samples and, rather,

آدرس	University of Guilan, Department of Civil Engineering, ایران, University of Guilan, Department of Civil Engineering, ایران