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Layered Pavement Systems
Contents: Effective granular modulus to model pavement responses; Prediction of subgrade moduli for soil that exhibits nonlinear behavior; Analysis of pavements with granular bases; Comprehensive evaluation of laboratory resilient moduli results for granular material; Use of pressuremeter test to predict modulus and strength of pavement layers; Load equivalency factors of triaxle loading for flexible pavements; Constitutive equation for permanent strain of sand subjected to cyclic loading; Evaluation of in situ elastic moduli from road-rater deflection basin; Fabric use in low-deformation transportation support systems; New interpretation of plate-bearing tests; Nottingham pavement test facility; and Instrumentation for the Nottingham pavement test facility.
Layered Pavement Systems
Contents: Effective granular modulus to model pavement responses; Prediction of subgrade moduli for soil that exhibits nonlinear behavior; Analysis of pavements with granular bases; Comprehensive evaluation of laboratory resilient moduli results for granular material; Use of pressuremeter test to predict modulus and strength of pavement layers; Load equivalency factors of triaxle loading for flexible pavements; Constitutive equation for permanent strain of sand subjected to cyclic loading; Evaluation of in situ elastic moduli from road-rater deflection basin; Fabric use in low-deformation transportation support systems; New interpretation of plate-bearing tests; Nottingham pavement test facility; and Instrumentation for the Nottingham pavement test facility.
Layered Pavement Systems
R. W. May (author) / M. W. Witczak (author) / J. Moossazadeh (author) / S. F. Brown (author) / J. W. Pappin (author)
1981
88 pages
Report
No indication
English
TIBKAT | 1981
|UB Braunschweig | 1981
|Analysis of Two-Layered Pavement Systems
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|Design Parameters for Two-Layered Pavement Systems
NTIS | 1964
|Impact and Penetration of Layered Pavement Systems
NTIS | 1983
|