A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section II: General Discussion of Measurements
A general description and analysis of data collected during tests of a 22-ft (6.7 m) arch culvert embedded under 191 ft (59 m) of embankment, with and without a low modulus (baled straw) inclusion, includes discussions of soil stresses, effective densities, arch footing displacements, and embankment settlements. Also included is a brief discussion of the results of loading tests on the temporary timber cross-bracing used to support the arch for live loadings applied by construction equipment under low fill heights.
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section II: General Discussion of Measurements
A general description and analysis of data collected during tests of a 22-ft (6.7 m) arch culvert embedded under 191 ft (59 m) of embankment, with and without a low modulus (baled straw) inclusion, includes discussions of soil stresses, effective densities, arch footing displacements, and embankment settlements. Also included is a brief discussion of the results of loading tests on the temporary timber cross-bracing used to support the arch for live loadings applied by construction equipment under low fill heights.
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase 3. Cedar Creek. Section II: General Discussion of Measurements
H. D. Nix (author) / R. E. Davis (author) / A. E. Bacher (author)
1977
254 pages
Report
No indication
English