首页|基于拉拔试验的沥青-集料界面黏结性能研究

基于拉拔试验的沥青-集料界面黏结性能研究

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为研究沥青-集料界面黏结性能,选取SK-70 号基质沥青、胶粉改性沥青及SBS改性沥青在不同温度、老化、水分条件下进行拉拔试验,分析其拉拔强度及破坏形式.结果表明:3种沥青的拉拔强度均随温度升高而减小,但各沥青在宽温域内破坏形式不同;在相同温度条件下,SBS改性沥青拉拔强度最高,胶粉改性沥青次之,基质沥青最低.3种沥青的拉拔强度均随老化进程不断增大,但SBS改性拉拔强度增长幅度最低,基质沥青最大;改性剂的加入延缓了沥青脆断破坏出现,提高了基沥青的抗老化性.3种沥青的拉拔强度随着水浴时间的延长而下降,改性剂的加入能够极大降低沥青的水敏感性,提高抗水损坏能力.干燥条件下的拉拔强度实质上是沥青内聚性的反映,不能有效量化沥青的界面黏结性能劣化情况,认为湿/干 BSR值可以作为衡量沥青界面黏结性能的有效指标.
Research on Interface Bonding Properties of Asphalt-Aggregate based on Drawing Test
In order to study the interface bonding properties of asphalt and aggregate,SK-70#matrix asphalt,rubber powder modified asphalt and SBS modified asphalt are selected for drawing tests under different temperature,aging and moisture conditions,and their drawing strength and failure forms are analyzed.The results show that the drawing strength of the three kinds of bitumen decreases with the increase of temperature,but the damage forms of each bitumen are different in the wide temperature range.Under the same temperature condition,the drawing strength of SBS modified asphalt is the highest,followed by rubber powder modified asphalt,and matrix asphalt is the lowest.The drawing strength of the three kinds of bitumen increases with the aging process,but the increase of the drawing strength of SBS modified is the lowest,and that of base bitumen is the largest.The addition of modifier has delayed the brittle fracture of asphalt and improved the aging resistance of base asphalt.The drawing strength of the three asphalt decreases with the extension of the water bath time,and the addition of the modifier could greatly reduce the water sensitivity of the asphalt and improve the water damage resistance.The drawing strength under dry conditions is essentially a reflection of the asphalt cohesion,and could not effectively quantify the deterioration of the interfacial bond performance of the asphalt.It is concluded that the wet/dry BSR value can be used as an effective index to measure the bonding property of asphalt interface.

road engineeringasphalt mixtureasphalt-aggregatedrawing testbond property

黄亮、高学凯

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山西路桥第二工程有限公司 临汾市 041053

山西省交通科技研发有限公司 太原市 030032

黄土地区公路建设与养护技术交通行业重点实验室 太原市 030032

道路工程 沥青混合料 沥青-集料 拉拔试验 黏结性能

2024

公路
中国交通建设集团有限公司

公路

CSTPCD北大核心
影响因子:0.54
ISSN:0451-0712
年,卷(期):2024.69(12)
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