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Nondestructive Evaluation of Rigid Pavements Using Road Rater Deflections
Dynamic deflections have been used to determine in-place structural conditions of rigid pavements, based on modifications of principles and experience with the structural evaluation of flexible pavements. Details of the use of elastic layer theory to simulate deflection measurements associated with loadings for the Kentucky Road Rater are presented. Included is an illustration of the use of field deflection measurements to 'back calculate' in-place moduli. The procedures are generally iterative and involve matching measured deflections with theoretical deflections.
Nondestructive Evaluation of Rigid Pavements Using Road Rater Deflections
Dynamic deflections have been used to determine in-place structural conditions of rigid pavements, based on modifications of principles and experience with the structural evaluation of flexible pavements. Details of the use of elastic layer theory to simulate deflection measurements associated with loadings for the Kentucky Road Rater are presented. Included is an illustration of the use of field deflection measurements to 'back calculate' in-place moduli. The procedures are generally iterative and involve matching measured deflections with theoretical deflections.
Nondestructive Evaluation of Rigid Pavements Using Road Rater Deflections
G. W. Sharpe (author) / M. Anderson (author) / R. C. Deen (author) / H. F. Soughgate (author)
1986
167 pages
Report
No indication
English
Pavement Evaluation Using Road Rater Deflections
NTIS | 1978
|Road Rater and Benkelman Beam Pavement Deflections
NTIS | 1979
|Deflections in Flexible Pavements
NTIS | 1966
Deflections in flexible pavements
Engineering Index Backfile | 1965
|