Michalowski responds to critiques of his reinforced-slope analyses, clarifying assumptions regarding reinforcement orientation, tensile capacity and failure mechanisms. The closure strengthens the theoretical basis for his earlier kinematic and static solutions and refines applicability limits for reinforced-slope design charts.
Stability of Uniformly Reinforced Slopes — Discussion & Closure
R. L. Michalowski · 1999 · Journal of Geotechnical and Geoenvironmental Engineering
