Irrigation and Melioration


The methods have been developed for solving various dynamic problems for inhomogeneous viscoelastic "structure-base" systems taking into account wave entrainment of energy, i.e. non-reflecting conditions at the boundary of the finite site of the base. The dynamic behavior and the stress-strain state of the inhomogeneous “viscoelastic dam-elastic base” system using wave entrainment of energy through the boundaries of the finite site of the base under short-term intense effect in the base are investigated.


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