Оптимізація фундаментної плити висотної 10-ти поверхової будівлі за числовим методом граничних елементів

Abstract

The theoretical bases of the research of the work of the base plate of a 10 - storey building according to the modern numerical model of the MGE are given. The work under the loading of soil bases is studied both in the linear and nonlinear stages from the standpoint of the mechanics of the disperse elastic-plastic medium using the dilatation model and the theory of plastic flow. The method of calculation of this constructive solution of foundations (foundation plate) for high-rise buildings by modern computer technologies based on MGE is given. The addition of numerical MGE to solutions of linear and nonlinear problems of geomechanics, the process of settling of bases and allowable loads on them is substantiated by theoretical calculations, is supported and illustrated by the data of numerical calculation.