DESIGN CURVES FOR FLEXIBLE PAVEMENTS BASED ON LAYERED SYSTEM THEORY
作者： Metcalf , G M Dorman
DOI:
关键词: Asphalt 、 Subgrade 、 Engineering 、 Tension (physics) 、 Tensile strain 、 Displacement (vector) 、 Base (geometry) 、 Structural engineering 、 Series (mathematics) 、 Axle 、 Geotechnical engineering
摘要: A SERIES OF DESIGN CURVES FOR 18,000 LB AXLE LOADING IS BASED ON THE THREE-LAYER ELASTIC THEORY AND TAKES FATIGUE FACTOR INTO ACCOUNT. METHOD PROVIDES PAVEMENT THICKNESS WHICH ADEQUATE TO PREVENT FAILURE AT CRITICAL LOCATIONS IN STRUCTURE CONSIDERATION BEING GIVEN EXTENT STRAIN /DISPLACEMENT/ SUBGRADE MAGNITUDE TENSILE BASE ASPHALT SURFACING. WITHIN CALCULABLE LIMITS SURFACING CAN BE REPLACED BY EACH OTHER. EXAMPLES DEMONSTRATE USE THESE PRINCIPLES WEAK STRONG PAVEMENTS. /RRL/
参考文章(2)
K R Peattie, STRESS AND STRAIN FACTORS FOR THREE-LAYER ELASTIC SYSTEMS Highway Research Board bulletin. ,(1962)
A Jones, TABLES OF STRESSES IN THREE-LAYER ELASTIC SYSTEMS Highway Research Board bulletin. ,(1962)