共查询到20条相似文献,搜索用时 15 毫秒
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Mohammad Jafari Aliasghar Akbari Nasrekani Mostafa Nakhaei Abbas Babazadeh 《Petroleum Science and Technology》2017,35(2):141-147
In this research, a polyphosphoric acid (PPA) additive was used to modify a performance graded binder (PG 58-22). Experimental program included use of three PPA contents (0.5%, 1%, and 1.5%) by weight of bitumen and use of antistripping limestone aggregates. High-temperature rheological properties of asphalt binders were evaluated through the frequency sweep test. Complex modulus test was also used to evaluate rutting characteristics of asphalt mixtures. Results showed that PPA significantly improved rutting resistance of both unmodified asphalt binder and unmodified asphalt mixture, especially for the asphalt binder. 相似文献
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研究了铣刨回收沥青混合料在微表处中的应用,通过实例介绍了铣刨回收沥青混合料的检验与评价、冷再生稀浆混合料材料选择技术要点及配合比设计流程和方法。研究了冷再生稀浆混合料的施工性能和路用性能,并做对比试验路段对研究成果进行了验证。 相似文献
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The performance of limestone warm mix asphalt mixtures using Sasobit over control mixtures was investigated. The Superpave mixture design method was used to prepare control and Sasobit-modified mixtures. The indirect tensile and dynamic creep tests were used for fatigue and rutting evaluation, respectively. The main findings of this research were the noticed lower accumulated strains and resilient modulus for Sasobit-modified mixtures over control mixtures in rutting performance testing. On the other hand, higher creep stiffness values in fatigue testing for Sasobit-modified mixtures were observed over control mixtures for deviator loads that ranges from 1 to 2 KN. Moreover, better fatigue resistance at lower temperatures was also observed for both control and Sasobit-modified mixtures. 相似文献
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沥青路面再生技术运用中,软沥青可以作为再生剂使用。通过常规物理指标、SHRP指标和感温指标来分析新旧沥青在调和过程中的性能变化规律,帮助理解沥青再生的原理。 相似文献
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Use of warm asphalt mix has been recently receiving a great attention because it allows decreasing production and distribution temperatures about 30–40°C by either reducing bitumen viscosity or enhancing mixture performance. These mixes also have other advantages such as a low pollution, reduced fuel consumption, and more implementation seasons. Despite these benefits, there is a constant concern about the performance of these mixes under the conditions such as permanent deformation, fatigue cracking, and low-temperature cracking. In the present study, two types of bitumen modifiers including liquid additive and Sasobit were used to adjust rheological properties of bitumen. After conducting the required tests on bitumen specimens prepared using these two additives and comparing the results obtained from two common and Strategic Highway Research Program tests under aged and nonaged conditions, it was revealed that, considering the viscosity of bitumen, these additives improve bitumen performance at ambient temperatures. Besides, the results indicate the improvement in rutting criteria (G*/sinδ) and fatigue criterion (G*×sinδ). 相似文献
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掺加岩沥青的沥青混合料性能评价 总被引:1,自引:0,他引:1
岩沥青的掺量直接影响了混合料的路用性能,也对工程的经济性产生巨大影响。通过车辙试验、浸水马歇尔试验、冻融劈裂试验和低温小梁弯曲试验,分别评价了不同岩沥青掺量的混合料的高温性能、水稳定性和低温性能。研究认为,随着岩沥青掺量的增加,其对混合料路用性能的影响逐渐减弱,当掺量由20%增加到25%时,性能变化很小。因此,在工程应用中,建议岩沥青的掺量宜小于20%。 相似文献
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Xiang Liu Zhengwei Zhang Xiaolong Yang Zhuangzhuang Liu 《Petroleum Science and Technology》2018,36(16):1258-1264
To evaluate sensitivity of moisture damage resistance with chemical composition of asphalt, the adhesion energy, debonding energy as well as compatibility ratio of 69 asphalt-aggregate combinations were calculated with thermodynamical models. Pearson correlation analysis and regression analysis were carried out to correlate the relationships between asphalt chemical composition (saturates, aromatics, resins, asphaltenes, and wax) and moisture stability of asphalt mixture. The results showed that more resins and less asphaltenes in asphalt could lead to better moisture stability of asphalt mixture under dry and wet conditions, which can be effectively predicted by multiple regression models with different asphalt chemical components. 相似文献
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H. Ziari 《Petroleum Science and Technology》2013,31(17-18):1627-1632
In this research study, Sasobit as warm additive was used to modify original binder (60/70 penetration grade). The binder fatigue and rutting performance was evaluated through linear amplitude sweep (LAS) and multiple stress creep and recovery test, respectively. Results indicated that 3% Sasobit modified binder has the highest percent recovery value and the lowest Jnr value, but had the highest sensitivity to a sudden increase in the stress level inside the asphalt mixture. The LAS test results demonstrated that the fatigue behavior of asphalt binders modified with 1% Sasobit is the highest one. 相似文献
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Hassan Ziari Aliasghar Akbari Nasrekani Ali Moniri 《Petroleum Science and Technology》2016,34(13):1107-1112
Driven by Kyoto protocol to reduce the gas emission, warm mix asphalt (WMA) as an alternative of hot mix asphalt has gained huge interest among researchers. Despite many advantages, rutting resistance of WMAs is always questionable. In this study, ethylene bis(stearamide) (EBS) was used as a wax-based additive to produce WMAs. Samples were produced at three different compaction temperatures. To evaluate rutting resistance of mixtures, all cylindrical specimens were tested by dynamic creep and dynamic modulus tests at various compaction temperatures. Results indicate that rutting resistance of EBS-modified samples are remarkable, especially when compaction temperature is low. 相似文献