Effect Of Frozen Support On Concrete Pavement Performance PDF Download
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Author | : Shiraz D. Tayabji |
Publisher | : |
Total Pages | : 51 |
Release | : 1983 |
Genre | : Pavements, Concrete |
ISBN | : |
Download Effect of Frozen Support and Tridem-axles on Concrete Pavement Performance Book in PDF, ePub and Kindle
Author | : |
Publisher | : |
Total Pages | : 42 |
Release | : 1983 |
Genre | : Pavements, Concrete |
ISBN | : |
Download Effect of Frozen Support on Concrete Pavement Performance Book in PDF, ePub and Kindle
A field program of strain and deflection measurements was conducted. The objective of the program was to evaluate the effect of frozen support, tied-concrete shoulder, and tridem-axle loading on concrete pavement performance. Results of the study on the effect of frozen support are presented in this paper. Field measurements were obtained during October 1982 and February 1983 at five pavement project sites located on I-90 in the State of Minnesota. Measurements included edge and corner deflections andd edge strains.
Author | : |
Publisher | : |
Total Pages | : 30 |
Release | : 1988 |
Genre | : Pavements, Concrete |
ISBN | : |
Download Effect of Concrete Shoulders, Lane Widening and Frozen Subgrade on Concrete Pavement Performance Book in PDF, ePub and Kindle
Author | : National Research Council (U.S.). Transportation Research Board |
Publisher | : |
Total Pages | : 108 |
Release | : 1984 |
Genre | : Technology & Engineering |
ISBN | : |
Download Design, Evaluation, and Performance of Pavements Book in PDF, ePub and Kindle
Author | : Craig H. Benson |
Publisher | : |
Total Pages | : 76 |
Release | : 1998 |
Genre | : Pavements |
ISBN | : |
Download Predicting the Effects of Freezing and Thawing on Pavement Support Book in PDF, ePub and Kindle
The objective of this study was to develop a method to predict the timing of weight limits on secondary highways in Wisconsin. Two types of weight limits are of interest: overloads when the pavement is frozen and weight restrictions during thawing and post-thawing recovery period. To meet this objective, three sections of secondary highways with flexible pavements were instrumented and monitored to determine how freezing, thawing, and post-thaw recovery affect pavement stiffness. Data collected from these sites were used to develop a computer model (UWFrost) that can be used to predict seasonal changes in the support capacity of pavements.
Author | : |
Publisher | : |
Total Pages | : 704 |
Release | : 1986 |
Genre | : |
ISBN | : |
Download Federally Coordinated Program of Highway Research, Development, and Technology. Annual Progress Report. Fiscal Year 1985 Book in PDF, ePub and Kindle
Author | : |
Publisher | : |
Total Pages | : 416 |
Release | : 1989 |
Genre | : Arctic regions |
ISBN | : |
Download Special Report Book in PDF, ePub and Kindle
Author | : |
Publisher | : |
Total Pages | : 712 |
Release | : 1985 |
Genre | : |
ISBN | : |
Download Federally Coordinated Program of Highway Research, Development and Technology Book in PDF, ePub and Kindle
Author | : Thomas D. Gillespie |
Publisher | : Transportation Research Board |
Total Pages | : 136 |
Release | : 1993 |
Genre | : Technology & Engineering |
ISBN | : 9780309053518 |
Download Effects of Heavy-vehicle Characteristics on Pavement Response and Performance Book in PDF, ePub and Kindle
Author | : |
Publisher | : |
Total Pages | : 49 |
Release | : 1983 |
Genre | : Pavements, Concrete |
ISBN | : |
Download Effect of Tridem-axle Loading on Concrete Pavement Performance Book in PDF, ePub and Kindle
A field program of strain and deflection measurements was conducted. The objective of the program was to evaluate the effect of frozen support, tied-concrete shoulder, and tridem-axle loading on concrete pavement performance. Results of the study on the effect of tridem-axle loading are presented in this paper. Field measurements were obtained during October 1982 and February 1983 at five pavement project sites located on I-90 in the State of Minnesota. Measurements included edge and corner deflections and edge strains. Loadings applied were 20 kip single-axle, a 34 kip tandem-axle, a 42 kip tandem-axle, and a 42 kip tridem-axle. Theoretical analysis was also conducted using a finite element program.