Визначення модуля деформації основи, армованої вертикальними елементами

Abstract

Defined deformation module bases reinforced with vertical elements based on physical modeling die testing small scale models and numerical simulations. The influence of reinforcement elements step by the amount of deformation modulus foundations reinforced by the results of physical modeling. In numerical modeling of varied length and step reinforcing elements and characteristics of the soil base. Established that the optimal length of reinforcing elements within b-2b (b - is the foundation width), depending on the load. If you change the pitch of reinforcing elements in the range 4-6d settling punch vary slightly. The study showed that theoretical approaches to determination module defomatsiyi foundations that vertical reinforcing elements have a significant stock and need revision and clarification.