Determination of water sensitivity of nanosilica added hot mix asphalt

T. Geçkil, C. Ince, Eda Tüzün Özpınar
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Abstract

In this study, the effects of nanosilica (NS) additive on the water sensitivity of hot mix asphalt (HMA) pavements were investigated. For this, NS-modified asphalts were prepared by adding NS at rates of 1%, 3%, 5% and 7% by weight to the pure B 160/220 asphalt. In the study, first of all, the physical properties of pure and modified asphalts were determined by penetration, ductility and softening point experiments, and their viscosities were determined by rotational viscometer (RV) experiment. Then, the optimum asphalt content of the mix was determined according to the Marshall design method. Hot mix asphalt specimens were prepared by keeping this determined ratio constant for pure and modified asphalts. Prepared pure and NS added modified mixture specimens were subjected to Marshall stability, retained Marshall stability (RMS) and indirect tensile strength (ITS) tests. The physical test results showed that the hardness and machinability temperatures of the modified binders increased up to 5% NS. According to the mixture test results, it was determined that NS additive had a positive effect on the sensitivity of road pavements to water, since Marshall stability, RMS and indirect tensile strength ratio (ITSR) values showed significant increases at 5% NS.
纳米二氧化硅加入热拌沥青水敏性的测定
研究了纳米二氧化硅(NS)添加剂对热拌沥青(HMA)路面水敏感性的影响。为此,在纯b160 /220沥青中分别以1%、3%、5%和7%的重量添加NS,制备了NS改性沥青。在研究中,首先通过渗透、延性和软化点实验确定了纯沥青和改性沥青的物理性能,并通过旋转粘度计(RV)实验确定了其粘度。然后,根据马歇尔设计方法确定了混合料的最佳沥青掺量。热混合沥青试样是通过保持这个确定的比例常数来制备纯沥青和改性沥青的。对制备的纯混合料和添加NS改性混合料进行马歇尔稳定性、保留马歇尔稳定性(RMS)和间接抗拉强度(ITS)试验。物理试验结果表明,改性后的粘结剂硬度和切削温度均提高了5% NS。混合料试验结果表明,掺加NS对路面对水的敏感性有积极影响,在5% NS时,马歇尔稳定性、RMS和间接抗拉强度比(ITSR)值均有显著提高。
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