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Strengthening of Keyed Longitudinal Construction Joints in Rigid Pavements
The rigid pavement test section was constructed of portland cement concrete (PCC) and trafficked with a 360-kip 12-wheel assembly and a 166-kip twin-tandem assembly to evaluate the performance of keyed and doweled longitudinal construction joints in rigid airfield pavements under multiple-wheel heavy gear loadings (MWHGL) and to investigate the feasibility of strengthening existing keyed longitudinal construction joints. (Author Modified Abstract)
Strengthening of Keyed Longitudinal Construction Joints in Rigid Pavements
The rigid pavement test section was constructed of portland cement concrete (PCC) and trafficked with a 360-kip 12-wheel assembly and a 166-kip twin-tandem assembly to evaluate the performance of keyed and doweled longitudinal construction joints in rigid airfield pavements under multiple-wheel heavy gear loadings (MWHGL) and to investigate the feasibility of strengthening existing keyed longitudinal construction joints. (Author Modified Abstract)
Strengthening of Keyed Longitudinal Construction Joints in Rigid Pavements
R. W. Grau (author)
1973
129 pages
Report
No indication
English
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