Programa para Análise de Estabilidade de Cunhas em Taludes Rochosos

Abstract

Failure of a rock slop on one or two plane surfaces is the
simplest but at the same time the most important type of sliding failure and forms the basis for the stability analysis of rock slopes.
Although the physical solution of the problea is very simple the geometrical solution of the three-dimensional wedge problea is complex.
The aim of this paper il to present the theorelical solution for this problem and a program for micro-computers, written in MBASIC language, with the purpose of helping the realization, of detailed parametric studies to investigate the sensitivity of the rock slop to
variations in individual parameters.