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- W817604194 abstract "The measurement of resilient modulus is becoming increasingly accepted for characterizing the engineering properties of pavement materials. The recent advancement of measuring the resilient modulus with the triaxial cyclic load test in the laboratory provides impetus to re-evaluate the resilient modulus measurements as obtained from the Florida Department of Transportation (FDOT) test-pit program. Correlations of resilient modulus resulting from test-pit rigid plate and laboratory triaxial resilient modulus tests would be very useful for selecting the resilient modulus to be used in pavement design and for converting previous test-pit test results into resilient modulus required in the AASHTO (1986, 1993) design guide. This study presents the results of an experimental program utilizing the test-pit facility and laboratory triaxial equipment to conduct the resilient modulus measurement of pavement subgrade materials in Florida. Correlation relationships between the test-pit and laboratory resilient modulus test results are investigated in this study. The resilient modulus resulting from the triaxial test may be used to predict the resilient deformation of the roadbed material." @default.
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- W817604194 date "1996-12-01" @default.
- W817604194 modified "2023-09-27" @default.
- W817604194 title "EVALUATION OF RESILIENT RESPONSE OF FLORIDA SUBGRADE SOILS" @default.
- W817604194 hasPublicationYear "1996" @default.
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