PERMISSIBLE LOAD ON THE BASE OF GROUND DAMS AT SEISMIC IMPACTS

The basis of this report is the issue of assessing the amount of permissible load on the ground of earthen dams in the seismic process. As a result of the research, an expression for determining the maximum load capacity of loose soils was proposed.In the report the question of definition of size of a maximum load on the basis of dams in seismic conditions of their work is considered On the basis of the accepted settlement scheme the formula for maximum load calculation with reference to soil, not possessing forces of connectivity is offered.