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IMPROVED RANDOM AGGREGATE MODEL FOR NUMERICAL SIMULATIONS OF CONCRETE ENGINEERING SIMULATIONS OF CONCRETE ENGINEERING

✍ Scribed by Yuan, Qin; Junrui, Chai; Faning, Dang

Book ID
120448558
Publisher
Vilnius Gediminas Technical University
Year
2013
Tongue
English
Weight
847 KB
Volume
19
Category
Article
ISSN
1392-3730

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Conventional numeric simulations of rock-fill dams are generally performed finite element method (FEM), in which the rock-fill body is treated as continuum material. But the rock-fill body possesses strong discontinuity and FEM based on continuum idealization cannot simulate its failure process. The