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Bearing capacity of two - layer foundation under vertical concentric loading /

Nasr Omar Farag

Bearing capacity of two - layer foundation under vertical concentric loading / الحمل الاقصى لاساس شريطى مرتكز على تربة مكونة من طبقتين تحت تاثير الاحمال الراسية المتمركزة Nasr Omar Farag ; Supervised Abdelrahman Sadek Bazaraa , Ali Mohamed Elrafei , Khalid Mohamed Elzahaby - Cairo : Nasr Omar Farag , 1999 - 176P. : charts ; 30cm

Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering

Bearing capacity Two - layer foundation Vertical concentric loading