Mathematical Problems in Engineering / 2020 / Article / Tab 7

Research Article

Effect of Diatomite and Basalt Fibers on Pavement Performance and Vibration Attenuation of Waste Tires Rubber-Modified Asphalt Mixtures

Table 7

Test results of pavement properties for seven groups of asphalt mixtures.

MixturesContent (%)High-temperature performanceLow-temperature performanceMoisture susceptibility
d1 (mm)d2 (mm)DS (times/min)RT (MPa)(με)ST (MPa)RT1 (MPa)RT2 (MPa)TSR (%)

WRM02.8103.01031503.82732237614.3412.6988.5

DWRM52.3002.44045004.13478253714.4913.0790.2
7.52.6702.80048464.03634213314.9813.6591.1
102.0402.18045004.02804267315.9614.8893.2

BWRM0.22.4602.63037063.93436234815.2314.4094.6
0.32.5402.71037064.43490219915.4114.8696.4
0.42.6402.83033164.13501211014.7914.0595.0

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