keynote address - Australian Asphalt Pavement Association

EPc*−1⎡ VMA⎡ ⎛ VMA ⎞ * ⎛ VFA × VMA ⎞⎤1 −⎤100VMA= P ⎢4,200,000⎜1− ⎟ + 3 ⎜ ⎟⎥+ (1 − ) ⎢ +⎥cGPbinderc*⎣⎛⎜20+=⎝650⎛⎝VFA×3 G*VMAVFA×3 G+ ⎜ VMA⎝binder*binder⎞⎟⎠0.58⎞⎠1000.58⎠⎝10000001000001000010,000⎠⎦⎢4,200,000⎣St BunnG* Mastercurves Binder vs Mix Tested3VFAGbinder⎥⎦G*, psi10001001010.1-8 -7 -6 -5 -4 -3 -2 -1 0 1 2log(Frequendy, Hz)G* BinderG* MixST BunnG* calculated vs G* testedTorsion1000000100000G*, psi10000100010010G* mix calculatedG* Mix Tested1400 0.5 1 1.5 2 2.5 3 3.5log(Frequency, Hz)