[1] 罗坤.掺废旧沥青混合料水泥稳定碎石路用性能研究[D] 长沙:长沙理工大学,2017.
LUO Kun. Study on Road Performance about Cement Stabilization Crushed-Stones Mixed with Reclaimed Asphalt Pavement[D]. Changsha: Changsha University of Science & Technology, 2007.
[2] 中国公路学报编辑部.中国筑路机械学术研究综述·2018[J].中国公路学报,2018,31(6):1-164.
Editorial Department of China Journal Highway and Transport. Review on Chinas road construction machinery research progress: 2018[J]. China Journal of Highway and Transport, 2018, 31(6): 1-164.
[3] 王文奇,文龙,谢远新,等.乳化沥青冷再生混合料路面结构组合设计及其应用研究[J].公路工程,2017,42(1):13-16.
WANG Wenqi, WEN Long, XIE Yuanxin, et al. The study on cold recycling of emulsified asphalt mixture pavement structure and its application[J]. Highway Engineering, 2017, 42(1): 13-16.
[4] 王宏.不同水泥掺量乳化沥青冷再生混合料细微观空隙分布特征[J].公路交通科技,2016,33(7):27-34.
WANG Hong. Meso-microscopic void distribution characteristics of emulsified asphalt cold recycled mixture with different cement contents[J].Journal of Highway and Transportation Research and Development, 2016, 33(7): 27-34.
[5] ZHANG Jizhe, ZHANG Xiaomeng, LIANG Ming, et al. Influence of different rejuvenating agents on rheological behavior and dynamic response of recycled asphalt mixtures incorporating 60% RAP dosage[J]. Construction and Building Materials, 2020, 238: 1-9.
[6] 陈谦,宋亮,王帅,等.泡沫沥青冷再生混合料路用性能综合评价[J].重庆交通大学学报(自然科学版),2021,40(2):83-88.
CHEN Qian, SONG Liang, WANG Shuai, et al. Comprehensive evaluation of pavement performance for foamed asphalt cold recycled mixture[J]. Journal of Chongqing Jiaotong University (Natural Science), 2021, 40(2): 83-88.
[7] 高嫄嫄,王维玉,赵庆新.基于解析方法的半刚性基层沥青路面裂缝反射问题研究[J].重庆交通大学学报(自然科学版),2018, 37(12):49-54.
GAO Yuanyuan, WANG Weiyu, ZHAO Qingxin. Crack reflection of semi-rigid base asphalt pavement based on analytical method[J]. Journal of Chongqing Jiaotong University (Natural Science), 2018, 37(12): 49-54.
[8] 申结结,郑传峰,胡孝阳,等.半刚性基层与柔性基层沥青路面结构对比分析[J].公路,2019(1):9-12.
SHEN Jiejie, ZHENG Chuanfeng, HU Xiaoyang, et al. Comparison and analysis of asphalt pavement structure for semi-rigid base and flexible base[J]. Highway, 2019(1): 9-12.
[9] 田海波,郑传峰,秦泳,等.半刚性基层沥青混凝土路面疲劳开裂控制因素研究[J].公路,2014(6):32-36.
TIAN Haibo, ZHENG Chuanfeng, QIN Yong, et al. Research on fatigue crack control factor of semi-rigid base asphalt pavement[J]. Highway, 2014(6): 32-36.
[10] 刘涛.水泥冷再生基层技术研究[D].重庆:重庆大学,2011.
LIU Tao. Research on Cement Cold-Recycled Base[D]. Chongqing: Chongqing University, 2011.
[11] 肖庆一,封仕杰,孙立东,等.二灰稳定半刚性再生基层力学性能及收缩性能研究[J].硅酸盐通报,2019,38(11):3611-3618.
XIANG Qingyi, FENG Shijie, SUN Lidong, et al. Mechanical properties and shrinkage properties of lime-fly ash stabilized semi-rigid recycled base[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(11): 3611-3618.
[12] 李智,刘健,刘文涛.湿热地区高等级公路半刚性基层强度与开裂性能优化[J].科学技术与工程,2019,19(1):236-243.
LI Zhi, LIU Jian, LIU Wentao. Optimization of strength and cracking performance of semi-rigid base in high-grade in hot and humid region[J]. Science Technology and Engineering, 2019, 19(1): 236-243.
[13] 何昌轩.骨架密实结构水泥稳定碎石性能试验研究[J].交通科学与工程,2011,27(4):6-11.
HE Changxuan. Research on performance test for cement stabilized aggregate composed of skeleton dense structure[J]. Journal of Transport Science and Engineering, 2011, 27(4): 6-11.
[14] LI Jiangwei, SHEN Weiguo, ZHANG Bingliu, et al. Investigation on the preparation and performance of clinker-fly ash-gypsum road base course binder[J]. Construction and Building Materials, 2019, 212(10): 39-48.
[15] 交通部公路科学研究所.公路工程水泥及水泥混凝土试验规程:JTG E30—2005[S].北京:人民交通出版社,2005.
Research Institute of Highway Ministry of Transport.Test Method of Cement and Concrete for Highway Engineering: JTG E51—2009[S]. Beijing: China Communications Press, 2009.
[16] 交通部公路科学研究院.公路工程无机结合料稳定材料试验规程:JTG E51—2009[S].北京:人民交通出版社,2009.
Research Institute of Highway Ministry of Transport.Test Method of Materials Stabilized with Inorganic Binders for Highway Engineering: JTG E51—2009[S]. Beijing: China Communications Press, 2009.
[17] 国家标准化管理委员会.金属材料平面应变断裂韧度KIC试验方法:GB4161—1984[S].北京:中国标准出版社,1984.
Standardization Administration. Standard Test Method for Plane-Strain Fracture Toughness of Metallic Materials: GB4161—1984[S]. Beijing: Standards Press of China, 1984.
[18] 王小召.水泥稳定碎石基层断裂性能的试验研究[J].铁道建筑,2008(7):117-120.
WANG Xiaozhao. Experimental study on fracture property of cement-stabilized macadam base course[J]. Railway Engineering, 2008(7): 117-120.
[19] 赵银,曹鹏,冯德成,等.三点弯曲梁模型模拟半刚性路面的底基层断裂[J].中外公路,2012,32(5):62-66.
ZHAO Yin, CAO Peng, FENG Decheng, et al. Three-point bending beam model for simulating subbase fracture of semi-rigid pavement[J]. Journal of China & Foreign Highway, 2012, 32(5): 62-66.
[20] 吴智敏,徐世烺,丁一宁,等.砼非标准三点弯曲梁试件双K断裂参数[J].中国工程科学,2001,3(4):76-81.
WU Zhimin, XU Shilang, DING Yining, et al. The double-K fracture parameter of concrete for non-standard three point bending beam speci-mens[J]. Engineering Science, 2001, 3(4): 76-81. |