Discrete randomly distributed fiber-reinforced soils have been widely investigated over the last twenty years. Several models were suggested to estima te the shear strength improvement in soils, with particular emphasis on sands, due to t he inclusion of
Description:
Thesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2005.;"Advisor: Dr. Salah Sadek, Associate Professor , Civil and Environmental Engineering.--Member of Committee: Dr. Mohamad Harajli, Professor , Civil and Enviro
