Density Resilient-Modulus Correlation in Stone Mastic Asphalt Mixture Using Automated Roller Compactor
Resilient or stiffness modulus (MR) is the key property that has been utilized to characterize asphalt mixture and other structural properties for flexible pavement design. MR is generally obtained by testing laboratory compacted samples which are compacted to a density similar to that achieved i...
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格式: | Thesis |
語言: | English English |
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2009
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在線閱讀: | http://psasir.upm.edu.my/id/eprint/7310/1/FK_2009_26a.pdf |
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