BEARING CAPACITY OF THE BASES OF SYSTEMS OF PARALLEL BURIED STRIP FOUNDATION OF FINITE RIGIDITY
The results of calculation of maximum allowed load on a coherent base of system of absolutely flexible and rigid buried strip foundations are given. It is established that physical and mechanical properties of soil, the rigidity of the base, the distance between the bases and their number in the system influence the maximum allowed load. The article provides graphic interpretations of the received dependences. The tasks of the further researches are set.