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Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section IV: Properties of Embankment Materials
An application of Kondner's Method of simulating stress/strain curves by regression hyperbolae is made for four soil samples taken from an embankment in which a 22-ft (6.7 m) arch was buried under 191 ft (58 m) of overfill. Numerical data are developed for soil properties to be used in a finite element analysis of the embankment and culvert. Triaxial test equipment employed did not permit measurements of volume changes, so the report does not include derivations of Poisson's ratio. A discussion is included of application of the method to determination of an elastic modulus for the baled straw used as a low modulus inclusion surrounding the arch barrel over half of the culvert's length.
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section IV: Properties of Embankment Materials
An application of Kondner's Method of simulating stress/strain curves by regression hyperbolae is made for four soil samples taken from an embankment in which a 22-ft (6.7 m) arch was buried under 191 ft (58 m) of overfill. Numerical data are developed for soil properties to be used in a finite element analysis of the embankment and culvert. Triaxial test equipment employed did not permit measurements of volume changes, so the report does not include derivations of Poisson's ratio. A discussion is included of application of the method to determination of an elastic modulus for the baled straw used as a low modulus inclusion surrounding the arch barrel over half of the culvert's length.
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section IV: Properties of Embankment Materials
R. E. Davis (Autor:in) / H. D. Nix (Autor:in) / A. E. Bacher (Autor:in)
1977
69 pages
Report
Keine Angabe
Englisch