Calculation of the stability of ground dam under seismic loads
Khusanboy TurdikulovFergana Polytechnic Institute, Fergana 150107, Uzbekistan
ABI
Abstract
Based on the developed methodology and a set of applied programs, the finite method solved the problem of determining the stress state of a high earthen dam with seismicity of the location area of 8-9 points, taking into account design features and real inhomogeneous physical and mechanical characteristics of the soil.