AN EQUIVALENT CONTINUUM CONSTITUTIVE MODEL FOR ROLLER-COMPACTED CONCRETE DAM
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Graphical Abstract
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Abstract
Based on the Principle of equivalent deformation, an equivalent continuum constitutive model for laminated laminated stuctures is derived. Approximate formulae are presented for the interlaminar be stress field of roller compacted concrete. This paper provides a simplified way for stress analysis of roller-compacted dam as well as other laminated structures.
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