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Prediction of flexible pavement deflections from laboratory repeated-load tests
Problem of relationships between fatigue cracking of bituminous pavements due to many repetitions of loads and measurable characteristics of certain surface, base, and subgrade materials; repeated plate-load tests on five prototype pavement sections consisting of asphaltic concrete surface and untreated granular base over fine-grained soil subgrade; comparisons were made between observed resilient deflections and predicted values.
Prediction of flexible pavement deflections from laboratory repeated-load tests
Problem of relationships between fatigue cracking of bituminous pavements due to many repetitions of loads and measurable characteristics of certain surface, base, and subgrade materials; repeated plate-load tests on five prototype pavement sections consisting of asphaltic concrete surface and untreated granular base over fine-grained soil subgrade; comparisons were made between observed resilient deflections and predicted values.
Prediction of flexible pavement deflections from laboratory repeated-load tests
Nat Research Council -- Nat Cooperative Highway Research Program Report
Seed, H.B. (Autor:in) / Mitry, F.G. (Autor:in) / Monismith, C.L. (Autor:in) / Chan, C.K. (Autor:in)
1967
117 pages
Report
Englisch
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