FINITE ELEMENT ANALYSIS OF CUTTING RESISTANCE IN FOUNDATION DESIGN

Abstract

Cutting resistance values suggested by Jáky and Kézdi for determining load capacities of spread and deep footings have been compared to computer outputs. In conformity with analytic and numerical analysis resuits, FEM is suggested for compiling tables or diagrams for designing concrete strip and pier footings. The required material characteristics of concrete are defined and the possible procedure of computations outlined.