BOUNDARY ELEMENT METHOD IN PROBLEMS OF WATER-SATURATED SOIL THAT HAS CREEP PROPERTY

The aticle offers a calculation algorithm of the tensed & deformed state (TDS) of the water-saturated soil bases, possessing the quality of «creep», by the boundary element method (MBE). The main difference of the recommended modification of MBE from the generally accepted option is a possibility of forecasting the transformation of TDS of ground bases in time with account of their rheological properties.