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With the setting time prolonging, permanent deformation resistance of asphalt mixture was improved, while the anti-cracking and fatigue properties were degraded.
While in group-2 of SESDs, the solubility of physical mixture was increased up to 94 times (28.38 mg/mL) and its freeze-dried mixture was improved up to 121 times (36.33 mg/mL).
Not only did the employment of AgBF4 give an improved yield of pyrrolidine 4a (69%), but also the diastereoselectivity of the crude reaction mixture was improved (dr 89 11; Table 2, entry 4).
In group-1 of the prepared samples of artemether (ARTM), the solubility of physical mixture (PM) was increased up to 9 times (2.74 mg/mL) and solubility of its freeze-dried (FD) mixture was improved up to 15 times (4.74 mg/mL) as compared to ARTM alone (0.30 mg/mL).
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Through composite modification, the effect of asphalt rubber modification was enhanced, and the dynamic stability and relative deformation indices of the asphalt rubber mixture were improved significantly.
In addition, with the decrease of ZnO size, the high temperature stability, water stability and low temperature crack resistance of asphalt mixture are improved.
The Marshall stability tests have shown that the stability of bituminous mixtures was improved by DEGPB.
Marshall tests have showed that stability of the bituminous mixtures was improved by both of the additives.
It indicated that the stiffness of fiber-modified asphalt mixtures could be reduced and the flexibility of mixtures was improved, which also resulted in the change of viscoelastic properties of asphalt mixtures.
The fresh properties of the RHA-containing mixtures were improved in mixtures containing less than 60 vol.% RHA.
They concluded that the abrasion resistances of FA concrete mixtures were improved by increasing compressive strength and decreasing w/b ratio.
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