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A platform for research: civil engineering, architecture and urbanism
The objective of this study was to develop an improved design tool to better predict the soil-structure interaction of underground protective structures using finite element analysis and centrifuge modeling technology. This study shows that the results obtained from an existing finite element computer code, CANDE, and actual centrifuge behavior is quite favorable. Two soil models, a linear model and Duncan's hyperbolic model, were used to show the influence of constitutive relationships on the overall response of the system.
The objective of this study was to develop an improved design tool to better predict the soil-structure interaction of underground protective structures using finite element analysis and centrifuge modeling technology. This study shows that the results obtained from an existing finite element computer code, CANDE, and actual centrifuge behavior is quite favorable. Two soil models, a linear model and Duncan's hyperbolic model, were used to show the influence of constitutive relationships on the overall response of the system.
Finite Element Analysis of Centrifuged Concrete Culverts
Y. S. Kim (author)
1985
20 pages
Report
No indication
English
Civil Engineering , Soil & Rock Mechanics , Computer programs , Finite element analysis , Stress strain relations , Underground structures , Mathematical prediction , Soil stabilization , Equations , Centrifuges , Machine coding , Linear systems , Mathematical models , Soil models , Hyperbolas , CANDE(Culvert Analysis and Design) , CANDE computer program
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