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- W830303061 abstract "THE DESIGN OF OVERLAY PAVEMENTS FOR UPGRADING EXISTING PAVEMENTS, ESPECIALLY RIGID PAVEMENTS, HAS PRESENTED A FORMIDABLE TASK FOR ENGINEERS IN THE PAST DUE TO THE LACK OF A RATIONAL DESIGN PROCEDURE. THIS PAPER JUSTIFIES THE USE OF LINEAR-ELASTIC LAYERED THEORY FOR THE DESIGN OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS (CRCP) OVERLAYS OF EXISTING PAVEMENTS. THE BACKGROUND RATIONALE FOR SELECTING LAYERED THEORY INSTEAD OF CONVENTIONAL CONCRETE PAVEMENT DESIGN PROCEDURES FROM PLATE THEORY IS PRESENTED. A COMPARISON IS MADE OF THE MECHANICAL STATE OF STRESS, STRAIN, AND DEFLECTION DERIVED FROM LAYERED THEORY AND THE WESTERGAARD INTERIOR EQUATION WITH FIELD MEASUREMENTS OF PAVEMENT DEFLECTION AND STRAIN. THIS COMPARISON INDICATES THAT LAYERED THEORY IS AN ACCEPTABLE MODEL FOR THE DESIGN OF CRCP OVERLAYS. TECHNIQUES SUCH AS INCREASING THE SUBGRADE STIFFNESS WITH DEPTH BENEATH A PAVEMENT STRUCTURE ARE PRESENTED FOR DEVELOPING A REASONABLE CORRELATION BETWEEN PREDICTED AND MEASURED DEFLECTION. LAYERED THEORY IS APPLIED TO THE DESIGN OF A CRCP OVERLAY OF AN EXISTING JOINTED CONCRETE AIRPORT PAVEMENT FOR A SERIES OF JUMBO JETS. ALSO DISCUSSED ARE THE EFFECTS ON DESIGN OF AN INTERMEDIATE ASPHALT CONCRETE STRESS-RELIEVING LAYER BETWEEN CONCRETE PAVEMENTS. /AUTHOR/" @default.
- W830303061 created "2016-06-24" @default.
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- W830303061 date "1969-01-01" @default.
- W830303061 modified "2023-09-24" @default.
- W830303061 title "USE OF LINEAR-ELASTIC LAYERED THEORY FOR THE DESIGN OF CRCP OVERLAYS" @default.
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