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Strength behavior of selected asphalt-aggregate systems in triaxial compression
Basic compositional and environmental factors influencing strength behavior of asphaltic concrete are isolated and studied using consolidated-drained and consolidated-undrained triaxial compression tests; factors include asphalt content, aggregate grain size and distribution, aggregate density, rate of strain, temperature, and volume change during shear; it is shown that effective stresses rather than total stresses control strength behavior of asphaltic concrete. (23189)
Strength behavior of selected asphalt-aggregate systems in triaxial compression
Basic compositional and environmental factors influencing strength behavior of asphaltic concrete are isolated and studied using consolidated-drained and consolidated-undrained triaxial compression tests; factors include asphalt content, aggregate grain size and distribution, aggregate density, rate of strain, temperature, and volume change during shear; it is shown that effective stresses rather than total stresses control strength behavior of asphaltic concrete. (23189)
Strength behavior of selected asphalt-aggregate systems in triaxial compression
Highw Res Rec
Wissa, A.E.Z. (author) / Blouin, S.E. (author)
1968
32 pages
Article (Journal)
English
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