The analysis of axially-loaded driven piles is examined in this study using a finite-element model. The three-dimensional model accounts for the nonlinear behavior of the soil undergoing large deformation. The simulation of the penetration of the pile in
Description:
Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1994.;"Advisor: Dr. Mounir Mabsout, Assistant Professor, Civil Engineering -- Members of Committee: Dr. Mohamed Harajly, Associate Professor, Civil Engineerin
