Investigation of the deformation of reinforced structures interacting with soils

Abstract

© Published under licence by IOP Publishing Ltd. Within the framework of the proposed methodology for calculating the processes of interaction of elastic-plastic structures with soils of complex physical nature, based on the use of defining ratios connecting the increments of true stresses and deformations, a calculation is made of the stress-strain state of the lining of the underground tunnel and located in the immediate vicinity of the ventilator unit erecting over them a roadbed.