FOUNDATION REINFORCEMENT WITH CASE STUDY USING THE METHOD ESTACA MEGA ANÁLISE IN A WORK IN THE MUNICIPALITY OF ARARAQUARA - SP

Abstract

This work has as main objective the analysis of the interaction of the soil-structure having direct connection with the differential movements of foundations, responsible for remarkable damage to the structures. The present article aims to demonstrate the importance of general knowledge of soil pathologies and early identification of problems caused by them, which are caused by differential recalque in the foundation due to numerous external and internal factors. These pathologies manifest themselves and, over time, become visible and therefore, the identification of the origin and cause is extremely important to obtain the best solution to the problem, avoiding damage to structures and possible collapses in the future, if the structure suffers any alteration. For example, small and medium-sized reforms. After carefully studying the literature review and case analysis, the best way to eliminate this problem was established so that the structure continues in perfect performance and, later, suffers internal changes without this harming the structural part of the construction and everything follows in perfect harmony and safety.