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WORKSHOP SUMMARY C L Monismith
FEDERAL HIGHWAY ADMINISTRATION RESPONSE
GROUP AMaterials Characterization
10 other sections not shown
AAPT AASHO Road Test Aggregate analysis application approach Asphalt Concrete Pavement Asphalt Pavements Bituminous boundary value problems Cement-treated base Committee complex modulus Conf considered constitutive equation cracking creep damage Decrease deflection design method Design of Asphalt determine distress dynamic effect Engineering environment environmental evaluation factors fatigue Federal Highway Administration flexible pavements fracture fracture mechanics function granular Highway Research Record Increase Increase Increase incremental initial input Jour layered system linear elastic linear viscoelastic material characterization material properties measure Mechanics ment Moavenzadeh modulus moisture Monismith nonlinear output parameters pavement design pavement materials pavement performance pavement section pavement structure percent permanent deformation Poisson's ratio predict present Proc procedures ratio repeated loading Rept response shear strength soils solution stiffness stochastic Structural Design subgrade subsystem surface techniques temperature tensile theory tion traffic Univ variables viscoelastic workshop