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Structural Behavior of Monolithic Concrete Tunnel Lining Models
Eight tests of circular, 10-ft diameter models of cast-in-place tunnel linings unreinforced and with steel fiber and conventional reinforcement are described. The loading simulated interaction with the ground. The tests are compared with results of a computer program that simulates the soil-structure interaction and the nonlinear behavior of the linings. Additional studies of the concrete material properties and lining section behavior are described.
Structural Behavior of Monolithic Concrete Tunnel Lining Models
Eight tests of circular, 10-ft diameter models of cast-in-place tunnel linings unreinforced and with steel fiber and conventional reinforcement are described. The loading simulated interaction with the ground. The tests are compared with results of a computer program that simulates the soil-structure interaction and the nonlinear behavior of the linings. Additional studies of the concrete material properties and lining section behavior are described.
Structural Behavior of Monolithic Concrete Tunnel Lining Models
R. A. Ferrera-Boza (author) / S. L. Paul (author)
1978
330 pages
Report
No indication
English
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