01413991

Monograph

http://onlinepubs.trb.org...ubs/trr/1988/1207/1207.pdf

Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

English

228p

1988

Transportation Research Record

03090477730

Pavement design; Pavement layers; Pavement performance; Pavements; Rolling contact; Tests for suitability, service and quality

Pavement design; Pavement evaluation; Pavement layer; Pavement performance; Vehicle pavement interaction

Highways; Pavements

ITRD, TRB, ATRI

Aug 24 2012 3:35AM

• APPLICATION OF EQUIVALENT-LAYER-THICKNESS CONCEPT IN A MECHANISTIC REHABILITATION DESIGN PROCEDURE
• COMPARISON OF AASHTO STRUCTURAL EVALUATION TECHNIQUES USING NONDESTRUCTIVE DEFLECTION TESTING
• DEVELOPMENT OF AN IMPROVED OVERLAY DESIGN PROCEDURE FOR ALASKA
• EFFECT OF LOAD, TIRE PRESSURE, AND TIRE TYPE ON FLEXIBLE PAVEMENT RESPONSE
• EFFECTS OF DYNAMIC LOADS ON FLEXIBLE PAVEMENTS
• EFFECTS OF DYNAMIC LOADS ON PERFORMANCE OF ASPHALT CONCRETE PAVEMENTS
• EVALUATION OF 1986 AASHTO DESIGN GUIDE FOR JOINTED CONCRETE PAVEMENTS
• EVALUATION OF FLEXIBLE PAVEMENT PERFORMANCE FROM PAVEMENT STRUCTURAL RESPONSE
• EVALUATION OF INCREASED PAVEMENT LOADING AND TIRE PRESSURES
• EXPERT SYSTEM FOR CONCRETE PAVEMENT EVALUATION AND REHABILITATION
• FIELD EVALUATION OF THERMAL DEFORMATIONS IN UNDOWELED PCC PAVEMENT SLABS
• FLEXIBLE BOUNDARY IN FINITE-ELEMENT ANALYSIS OF PAVEMENTS
• INCREMENTAL DESIGN OF FLEXIBLE PAVEMENT
• LOAD TRANSFER IN UNDOWELED TRANSVERSE JOINTS OF PCC PAVEMENTS
• MEASUREMENT AND ANALYSIS OF TRUCK TIRE PRESSURES IN OREGON
• ODE COMPUTER PROGRAM: MECHANISTIC-EMPIRICAL ASPHALT CONCRETE OVERLAY DESIGN
• PERFORMANCE PREDICTION AND COST-EFFECTIVENESS OF ASPHALT-RUBBER CONCRETE IN AIRPORT PAVEMENTS
• RIGOROUS APPLICATION OF LINEAR DAMAGE CONCEPTS IN DEVELOPMENT OF IMPROVED FLEXIBLE PAVEMENT PERFORMANCE MODELS
• STABILITY OF MULTILAYER SYSTEMS UNDER REPEATED LOADS
• TRANSITION OF CRITICAL FATIGUE LEVEL FROM ROAD SURFACE TO LOWER INTERFACE OF ASPHALT LAYER