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1278 m long, 20.2 m wide canal underpass has two ramps built in 27 m deep open cut, and 140 m long underwater section consisting of precast blocks sunk to canal bottom; description is given of original methods and instrumentation for rechecking theoretical calculations by measuring external loads, base pressure, temperatures of air, reinforced concrete body, and surrounding soil, longitudinal displacements, settling, and elastic deformations, as well as tensile stresses in reinforcement, compressive stresses in concrete, and stresses in excavation bulkheads.
1278 m long, 20.2 m wide canal underpass has two ramps built in 27 m deep open cut, and 140 m long underwater section consisting of precast blocks sunk to canal bottom; description is given of original methods and instrumentation for rechecking theoretical calculations by measuring external loads, base pressure, temperatures of air, reinforced concrete body, and surrounding soil, longitudinal displacements, settling, and elastic deformations, as well as tensile stresses in reinforcement, compressive stresses in concrete, and stresses in excavation bulkheads.
On-site measurements made on Rendsburg street tunnel
Bauwerksmessungen am Strassentunnel Rendsburg
Bautechnik ; 43
1966
10 pages
Article (Journal)
German
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