Исследование напряженно-деформированного состояния железобетонных конструкций заглубленных зданий с учетом их взаимодействия с грунтовым массивом

The article presents the fundamental principles of numerical modelling of behavior of structures which are interacting with soil mass for stress-strain state assessment of «earth sheltered structure soil mass» system. The results of rational earth sheltered structure selection depending on calculation and analysis of stress-strain state with taking into account the conjoint work of building structures and soil mass are presented.