Soil-structure interaction in case of exceptional mining and flood actions

摘要

This paper provides an example of a conceptual proposal and static solution to reinforced concrete frame construction with cellular raft, numerical modelling of interaction between the carrying structure and subsoil with mining influence, calculation of parameters of friction of soil environment under deformation, and solution to the mining influence or flooding on a reinforced concrete carrying structure by means of beam and wall/plate (shell) FEM elements.