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A platform for research: civil engineering, architecture and urbanism
Evaluation of Concrete Pavement with Lane Widening, Tied Concrete Shoulders, and Thickened Pavement
Field and laboratory pavements were instrumented and load tested to evaluate the effect of lane widening, concrete shoulders, and slab thickness on measured strains and deflections. Eight slabs were tested in the field and two in the laboratory. Pavement slabs were 8-, 9-, or 10-in. thick. Other major design variables included the width of lane widening, presence or absence of dowels, presence or absence of a concrete shoulder, joint spacing, and the type of shoulder joint construction.
Evaluation of Concrete Pavement with Lane Widening, Tied Concrete Shoulders, and Thickened Pavement
Field and laboratory pavements were instrumented and load tested to evaluate the effect of lane widening, concrete shoulders, and slab thickness on measured strains and deflections. Eight slabs were tested in the field and two in the laboratory. Pavement slabs were 8-, 9-, or 10-in. thick. Other major design variables included the width of lane widening, presence or absence of dowels, presence or absence of a concrete shoulder, joint spacing, and the type of shoulder joint construction.
Evaluation of Concrete Pavement with Lane Widening, Tied Concrete Shoulders, and Thickened Pavement
B. E. Colley (author) / C. G. Ball (author) / P. Arriyavat (author)
1977
82 pages
Report
No indication
English
Economy of Design of Rigid Pavement with Tied Concrete Shoulders
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