微表处稀浆混合料施工性能影响因素分析
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摘要
微表处稀浆混合料须具有足够的可拌和时间、良好的稀浆状态和快速开放交通的要求。为了评价微表处稀浆混合料的施工性能,通过拌和试验和粘聚力试验对MS-Ⅲ型混合料进行了试验研究。
The micro-surfacing mixture must have enough mixing time, good slurry condition and fast open traffic requirements. In order to evaluate the construction performance of Micro-surfacing mixture, the MS-III mixture was tested by mixing test and cohesion test.
The micro-surfacing mixture must have enough mixing time, good slurry condition and fast open traffic requirements. In order to evaluate the construction performance of Micro-surfacing mixture, the MS-III mixture was tested by mixing test and cohesion test.
引文
[1]李永振,林江涛,樊亮.填补车辙用微表处技术施工问题探讨[J].石油沥青,2013,27(4):15-19.
[2]Anping Wang,Shihui Shen,Xinghai Li,et al.Micro-surfacingmixtures with reclaimed asphalt pavement:Mix design and performance evaluation[J].Construction and Building Materials,2019(201):303-313.
[3]Rajesh Gujar,Vinay Vakharia.Prediction and validation of alternative fillers used in micro surfacing mix-design using machine learning techniques[J].Construction and Building Materials,2019(207):519-527.
[4]姜月波,张长弓,姚爱玲,等.MS-Ⅲ型微表处混合料配合比优化设计方法研究[J].公路,2015(8):261-266.
[5]Yaofei Luo,Ke Zhang,Xiangbing Xie,et al.Performance evaluation and material optimization of Micro-surfacing based on cracking and rutting resistance[J].Construction and Building Materials,2019(206):193-200.
[6]樊亮,陈伟,崔风仁,林江涛.废旧橡胶粉微表处混合料性能试验研究[J].公路交通技术,2011(4):47-51.
[7]林江涛,李成利,李永振,樊亮,孙强.基于灰色关联分析的微表处水稳定性能研究[J].公路,2013(10):204-207.
[8]何志敏,段春辉.微表处夜间施工技术研究及其在北京高速公路中的应用[J].中外公路,2018,38(3):96-101.
[9]朱渝明.稀浆混合料拌和仪在微表处混合料可拌和时间研究中的应用[J].交通节能与环保,2018,14(2):72-75.
[10]弓锐,成高立,徐鹏.夏季高温条件下稀浆混合料可拌和时间试验分析[J].中外公路2017,37(5):260-263.
[11]廖小春,喻宝金.水泥用量对纤维微表处混合料性能的影响分析[J].公路2017,62(7):29-32.
[12]王任翔,叶亚丽,江志远,郭金科.废橡胶粉细度对胶粉干法微表处混合料性能的影响[J].筑路机械与施工机械化,2017,34(6):58-61.
[13]张庆,房立,郝培文,蒋凯,白正宇,宋世理,石敏.pH值调节剂对微表处混合料性能影响的研究[J].硅酸盐通报,2016,35(1):83-86.
[14]姚晓光,张然,罗要飞.纤维微表处施工性能影响分析及对比研究[J].石油沥青,2015,29(3):24-30.
[15]Xiaolong Sun,Xiao Qin,Shanqiang Li,et al.Characterization of thermal insulating micro-surfacing modified by inorganic insulating material[J].Construction and Building Materials,2018(175):296-306.
[16]蒋玮,肖晶晶,王振军.水泥对微表处混合料性能影响规律及作用机理[J].武汉理工大学学报(交通科学与工程版),2012,36(1):1-5.
[17]苏卫国,李晓华.微表处混合料破乳速度的影响因素[J].公路,2010(11):192-195.
[18]JTG F40,公路沥青路面施工技术规范[S].
[2]Anping Wang,Shihui Shen,Xinghai Li,et al.Micro-surfacingmixtures with reclaimed asphalt pavement:Mix design and performance evaluation[J].Construction and Building Materials,2019(201):303-313.
[3]Rajesh Gujar,Vinay Vakharia.Prediction and validation of alternative fillers used in micro surfacing mix-design using machine learning techniques[J].Construction and Building Materials,2019(207):519-527.
[4]姜月波,张长弓,姚爱玲,等.MS-Ⅲ型微表处混合料配合比优化设计方法研究[J].公路,2015(8):261-266.
[5]Yaofei Luo,Ke Zhang,Xiangbing Xie,et al.Performance evaluation and material optimization of Micro-surfacing based on cracking and rutting resistance[J].Construction and Building Materials,2019(206):193-200.
[6]樊亮,陈伟,崔风仁,林江涛.废旧橡胶粉微表处混合料性能试验研究[J].公路交通技术,2011(4):47-51.
[7]林江涛,李成利,李永振,樊亮,孙强.基于灰色关联分析的微表处水稳定性能研究[J].公路,2013(10):204-207.
[8]何志敏,段春辉.微表处夜间施工技术研究及其在北京高速公路中的应用[J].中外公路,2018,38(3):96-101.
[9]朱渝明.稀浆混合料拌和仪在微表处混合料可拌和时间研究中的应用[J].交通节能与环保,2018,14(2):72-75.
[10]弓锐,成高立,徐鹏.夏季高温条件下稀浆混合料可拌和时间试验分析[J].中外公路2017,37(5):260-263.
[11]廖小春,喻宝金.水泥用量对纤维微表处混合料性能的影响分析[J].公路2017,62(7):29-32.
[12]王任翔,叶亚丽,江志远,郭金科.废橡胶粉细度对胶粉干法微表处混合料性能的影响[J].筑路机械与施工机械化,2017,34(6):58-61.
[13]张庆,房立,郝培文,蒋凯,白正宇,宋世理,石敏.pH值调节剂对微表处混合料性能影响的研究[J].硅酸盐通报,2016,35(1):83-86.
[14]姚晓光,张然,罗要飞.纤维微表处施工性能影响分析及对比研究[J].石油沥青,2015,29(3):24-30.
[15]Xiaolong Sun,Xiao Qin,Shanqiang Li,et al.Characterization of thermal insulating micro-surfacing modified by inorganic insulating material[J].Construction and Building Materials,2018(175):296-306.
[16]蒋玮,肖晶晶,王振军.水泥对微表处混合料性能影响规律及作用机理[J].武汉理工大学学报(交通科学与工程版),2012,36(1):1-5.
[17]苏卫国,李晓华.微表处混合料破乳速度的影响因素[J].公路,2010(11):192-195.
[18]JTG F40,公路沥青路面施工技术规范[S].