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ARTÍCULO
TITULO

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

V. H. Shapoval    
O. V. Shapoval    
V. V. Kapustin    

Resumen

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.

PÁGINAS
pp. 220 - 224
MATERIAS
INFRAESTRUCTURA
REVISTAS SIMILARES
Buildings
Infrastructures
Water

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