栗培龙
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个人简历
栗培龙,男,江苏邳州人,工学博士,博士后经历,长安大学教授,博士生/留学生导师,博士后合作导师,University of California at Davis(UC Davis)访问学者,注册公路检测工程师(公路、材料),从事道路工程以及交叉学科的科研与教学工作。 现任道路与铁道工程学科责任教授,公路学院道路工程研究所副所长、道路结构与材料交通行业重点实验室副主任、第十一届陕西省青年联合会(省青联)委员、第四届陕西省青年科技工作者协会(省青科协)委员、第五届陕西省青年科技工作者协会(省青科协)理事、世界运输大会(WTC)公路工程沥青路面设计性能预测委员会委员、国家自然科学基金通讯评审专家、《路基路面工程》国家级资源共享课、路基路面工程MOOC主讲教师、“公路工程系列课程”国家级教学团队核心成员,Construction and Building Materials, International Journal of Pavement Engineering, Journal of Solid Waste Technology and Management、建筑材料学报、华中科技大学学报(自然科学版)等期刊审稿专家,全国首批万名创新创业导师、全国“挑战杯”大学生课外科技竞赛、“国家创新性实验计划”、全国“交通科技大赛”指导教师。开授课程本科生课程:《路基路面工程》、《道路工程材料》、《道路检测技术》硕士生课程:《道路测试技术》、《道路建养新技术》博士生课程:《道路前沿材料理论与技术》2018/11 -至今,长安大学,公路学院道路所,教授、博导、副所长、交通部重点实验室副主任2011/11 -2018/10,长安大学,公路学院道路所,副教授、硕导、博导、副所长、交通部重点实验室副主任2014/1 -2014/12,加州大学戴维斯分校(UC-Davis),加州大学路面研究中心(UCPRC),访问学者2011/3 -2013/9,长安大学,土木工程博士后流动站,博士后2009/7 - 2011/10,长安大学,公路学院道路所,讲师 正在开展的科研项目: 1. 国家自然基金面上项目“矿料/橡胶沥青体系界面行为、迁移特性及强度机制研究”(编号:51878061),起止年月:201901-202212,60万元,主持; 2. 陕西省自然科学基金面上项目“橡胶沥青混合料颗粒界面特性及强度行为研究”(编号:2019JM195),起止年月:201901-202012,3万元,主持; 3. 国家自然基金地区基金项目“沙漠地区积沙沥青路面抗滑衰变特性及作用机制研究”(编号:51768062),起止年月:201801-202112,22.8万元,主持; 4. 中央高校基本科研业务费创新团队培育项目\研究领域
(1)新型高性能、环保型路面材料研究与开发; (2)沥青混合料微细观力学作用行为及机理; (3)沥青改性作用机理及动力学特性; (4) 新型道路养护材料与技术; (5)功能性特种沥青材料开发。近期论文
[19]Zhan Ding, Jinfei Su, Peilong Li*, Hui Bing. Mechanism of HCB-Modified Asphalt and Dynamic Properties of Mixtures. Appl. Sci.2020,10(14), 4971; https://www.mdpi.com/2076-3417/10/14/4971[18] Zhang Lijuan, Huang Jianwu, Li Peilong*. Prediction of Temperature Distribution for Previous Cement Concrete Pavement with Asphalt Overlay. Applied. Sciences. 2020, 10, 3697. https://www.mdpi.com/2076-3417/10/11/3697[17] Shengfei Sun,Peilong Li*,Javed Akhtar,Jinfei Su,Chao Dong. Analysis of deformation behavior and microscopic characteristics of asphalt mixture based on interface contact-slip test, Construction and Building Materials, 2020, 257,119601(https://doi.org/10.1016/j.conbuildmat.2020.119601)[16]Zhan Ding,Peilong Li*,Xu Wu, Peng Gao, Jinfei Su, Shengfei Sun. Evaluation of the contact characteristics of graded aggregate using coarse aggregate composite geometric indexes. Construction and Building Materials, 2020, 247, 118608(https://doi.org/10.1016/j.conbuildmat.2020.118608)[15]Zhan Ding, Peilong Li*, Jing Zhang, Hui Bing, Xiangjing Yue. Analysis of Viscosity Test Conditions for Crumb-Rubber-Modified Asphalt. Construction and Building Materials, 2020, 245, 118454 (https://doi.org/10.1016/j.conbuildmat.2020.118454)[14]Peilong Li*, Jinfei Su, Songson Ma, Hao Dong. Effect of Aggregate Contact Condition on Skeleton Stability in Asphalt Mixture. International Journal of Pavement Engineering, 2020,21(2):196-202 (https://doi.org/10.1080/10298436.2018.1450503) [13]Zhan Ding,Jing Zhang, Peilong Li*,Xiangjing Yue, Hui Bing. Analysis of viscous flow properties of styrene–butadiene–styrene-modified asphalt, Construction and Building Materials, 2019, 229,116881 (https://doi.org/10.1016/j.conbuildmat.2019.116881)[12] Xiuming Jiang,Peilong Li*,Zhan Ding, Liangdong Yang, Junkai Zhao. Investigations on viscosity and flow behavior of polyphosphoric acid (PPA) modified asphalt at high temperatures. Construction and Building Materials, 2019, 228,116610 (https://doi.org/10.1016/j.conbuildmat.2019.07.336)[11] Jiange Li, Peilong Li*, Jinfei Su, Liangdong Yang & Xu Wu. Coarse aggregate movements during compaction and their relation with the densification properties of asphalt mixture International Journal of Pavement Engineering, 2019, Published online (https://doi.org/10.1080/10298436.2019.1659263) [10]Yaofei Luo, Ke Zhang, Peilong Li*, Jianhua Yang, Xiangbing Xie. Performance evaluation of stone mastic asphalt mixture with different high viscosity modified asphalt based on laboratory tests. Construction and Building Materials, 2019, 225:214-222 (https://doi.org/10.1016/j.conbuildmat.2019.07.119)[9]Jiangge Li, Peilong Li*, Jinfei Su, Yu Xue, Wenyu Rao. Effect of aggregate contact characteristics on densification properties of asphalt mixture. Construction and Building Materials,2019,204:691-702 (https://doi.org/10.1016/j.conbuildmat.2019.01.023)[8]Peilong Li*, Jinfei Su, Peng Gao, Xu Wu, Jiange Li. Analysis of Aggregate Particle Migration Properties during Compaction Process of Asphalt Mixture. Construction and Building Materials,2019,197:42-49 (https://doi.org/10.1016/j.conbuildmat.2018.11.164)[7] Peilong Li*, Xiuming Jiang, Kai Guo, Yu Xue, Hao Dong. Analysis of Viscoelastic Response and Creep Deformation Mechanism of Asphalt Mixture. Construction and Building Materials, 2018, 171: 22-32 (https://doi.org/10.1016/j.conbuildmat.2018.03.104)[6]Peilong Li, Xiuming Jiang, Zhan Ding *, Junkai Zhao, Minghan Shen. Analysis of Viscosity and Composition Properties for Crumb Rubber Modified Asphalt. Construction and Building Materials, 2018,169:638-647(https://doi.org/10.1016/j.conbuildmat.2018.02.174)[5]Peilong Li*, Zhan Ding, Peng Zou and Anshi Sun. Analysis of physico-chemical properties for crumb rubber in process of asphalt modification. Construction and Building Materials, 2017,138:418-426 (https://doi.org/10.1016/j.conbuildmat.2017.01.107)[4]Peilong Li*, Zhan Ding, Lixia Ma, Zhengang Feng. Analysis of viscous flow properties of asphalt in aging process. Construction and Building Materials, 2016,124: 631-638 (https://doi.org/10.1016/j.conbuildmat.2016.06.136)[3]Peilong Li*, Zhan Ding, Zhengqi Zhang, Dongyang Zhang. Comparative Evaluation of Laboratory and Field Aging of Asphalt Binder Using Nonlinear Differential Model. Road Materials and Pavement Design, 2016,17(2): 434-445 (https://doi.org/10.1080/14680629.2015.1071717)[2]Peilong Li*, Zhan Ding, Wenyu Rao. Evaluation of deformation properties of asphalt mixture using aggregate slip test, International Journal of Pavement Engineering, 2016, 17(6):542-549(http://dx.doi.org/10.1080/10298436.2015.1007229)[1]Li Peilong*, Ding Zhan, Zhang Zhengqi. Effect of Temperature and Frequency on Visco-elastic Dynamic Response of Asphalt Mixture. Journal of Testing and Evaluation,2013, 41(4):571-578(https://doi.org/10.1520/JTE20120044)中文期刊论文:[28]薛羽,栗培龙,高朋,杨梁栋,沈明汉.沥青混合料动态模量主曲线方法对比分析[J].广西大学学报(自然科学版),2020,45(01):1-9.[27]栗培龙,高朋,王玉果,蒋修明.水泥稳定碎石连铺延时扰动的层间结合特性分析.公路,2020(02):39-44[26]栗培龙,武旭,马松松,孙思敖,董浩. 矿料接触状况对沥青混合料变形稳定性的影响. 广西大学学报(自然科学版). 2018,43(1):325-332[25]栗培龙,马松松,李建阁,张东阳. 炭黑改性沥青混合料的动态响应主曲线分析,郑州大学学报(工学版),2018,39(4):12-17[24]栗培龙,马莉霞,冯振刚,李新军. 基于Arrhenius方程的老化沥青流变特性研究,长安大学学报(自然科学版),2017,39(5): 1-7[23]栗培龙,李建阁,邹鹏,珠力克.沥青混合料的动态响应影响因素分析,公路,2017,(5):1-7[22] 栗培龙, 丁湛,陈冲. 橡胶粉在沥青中的溶胀降解特性分析.华南理工大学学报,2016,44(12):97-103(EI检索)[21]栗培龙,饶文宇,冯振刚,李建阁. 沥青混合料动态响应的试验条件影响及其主曲线研究.郑州大学学报(工学版),2016,37(5):1-5,11[20]栗培龙,马莉霞,李爽,李玉鑫,李新军. 沥青混合料矿料滑移剪切变形特性试验研究.广西大学学报(自然科学版),2016,41(1):261-269[19]栗培龙,张争奇,王秉纲. 基于AMPT的沥青混合料的粘弹性动态响应特性. 公路交通科技,2016,33(1):1-6[18] 栗培龙,张争奇,王秉纲. 沥青混合料高温蠕变行为及机理. 建筑材料学报,2012,15(3):422-426[17] 栗培龙,李洪华,张争奇,王秉纲. 沥青混合料车辙进程影响因素及预估模型研究. 武汉理工大学学报,2011,33(7):57-61[16] 栗培龙,舒延俊,张争奇. 沥青路面车辙变形特性及其影响因素分析. 路基工程,2011,(3):37-40[15]栗培龙,张争奇,李洪华,王秉纲. 沥青混合料汉堡车辙试验条件及评价指标研究. 武汉理工大学学报(交通科学与工程版),2011,35(1):113-117[14 栗培龙,张争奇,王秉纲. 考虑有效温度及荷载的沥青混合料车辙等效温度研究.公路,2011,(2):6-11[13] 栗培龙,张争奇,王秉纲.沥青混合料组合结构车辙变形及力学特性研究.郑州大学学报(工学版),2010,31(6):55-59[12] 栗培龙,张争奇,王秉纲. 沥青混合料粘弹性响应影响因素分析.郑州大学学报(工学版),2010,31(3):96-100[11] 栗培龙,张争奇,王秉纲. 沥青混合料粘弹性响应影响因素分析.郑州大学学报(工学版),2010,31(3):96-100[10]栗培龙,张争奇,李洪华,王秉纲. 沥青混合料汉堡车辙试验方法.交通运输工程学报,2010,10(2):30-35(4月)[9] 栗培龙,张争奇,王秉纲.基于非线性微分模型的沥青老化行为研究. 土木建筑与环境工程,2009,31(4):55-59[8]栗培龙,张争奇,王秉纲. 沥青路面车辙变形特性及抗车辙性能研究. 第六届全国博士生学术年会论文集,重庆,2008[7]栗培龙,芦军,张争奇,王秉纲. 沥青路面自然老化衰变行为及力学分析. 公路交通科技(应用技术版),2008,25(9):87-90[6]栗培龙,丁湛,张争奇,王秉纲. 沥青紫外光老化特性及机理探讨. 郑州大学学报,2008,29(4)96-100[5]栗培龙,丁湛,张争奇,王秉纲.沥青绝氧热老化行为与机理研究. 新型建筑材料.2008,35(7):60-63[4]栗培龙,张争奇,王秉纲.沥青野外热氧老化模拟试验研究.河北工业大学学报.2008,37(4):90-95[3]栗培龙,张争奇,王秉纲. 道路沥青热氧老化模拟试验研究.郑州大学学报,2008,29(1)119-123[2]栗培龙,张争奇,王秉纲,等. 基于粘度和延度变化的沥青抗老化性能评价方法.长安大学学报(自然科学版),2008,28(6):1-5[1]栗培龙,耿九光,丁湛.化学改性乳化沥青桥面防水材料,中外公路,2006,26(1):135-139会议论文及大会报告:[13] Li Peilong, Ding Zhan, Zhang Zhengqi. A New Approach to Evaluating Aggregate Slip Resistance in HMA. Transportation Research Board 93rd Annual Meeting Compendium of Papers, Washington, D.C., Jan. 12-16, 2014.[12] Pei-Long Li, Zhan Ding, Zheng-Qi Zhang.Analysis of Performance Decay Behavior for Asphalt Pavement based on aging. 8th international conference on Road and Airfield Pavement technology, July 14-18,2013,Taipei, Taiwan[11] Peilong Li, Zhan Ding, and Zhengqi Zhang. Evaluation Method and Parameters of Anti-aging properties for asphalt Based on performance Decay. The 11th international conference of Chinese transportation professionals,ASCE,2011,Nanjing,pp3368-3378[10] Peilong LI, Zhan DING. Analysis of Environmental and Ecological Effects on New Techniques for Asphalt Pavement Materials. 2011 International Symposium on Water Resources and Environmental Protection (ISWREP 2011),May 20-22, Xi’an, China, pp3090-3092[9] Peilong LI, Zhan DING.. Research on viscosity and rheological properties of asphalt in aging process. International Conference on Electric Technology and Civil Engineering (ICETCE),April 22-24, 2011, Lushan, China, pp5383-5386[8]Peilong LI, Zhan DING.,ZHANG Zheng-qi. Influence of Aging on Viscoelastic Response of Asphalt Mixture. Advanced Materials Research, Vols. 255-260 ,2011,pp 3350-3353[7] Peilong LI, Zhan DING. Effect of old mixture proportion on gradation and performance of recycled asphalt mixture. The International Conference on Consumer Electronics, Communications and Networks, April 16-18, XianNing, China, pp2167-2170[6] LI Pei-long,ZHANG Zheng-qi and WANG Bing-gang. Permanent Deformation Behavior of Composite Structure Asphalt Concrete. Applied Mechanics and Materials. Vols. 34-35,2010,pp 1477-1482[5]LI Pei-long,YANG Bo,ZHANG Zheng-qi,WANG Bing-gang. Analysis of Factors Influencing Visco-elastic response of asphalt mixture. [C]//Proceedings of International Workshop on Energy and Environment in the Development of Sustainable Asphalt Pavements. June 6-8, 2010[4] LI Pei-long,SHU Yan-jun,ZHANG Zheng-qi,WANG Bing-gang. Decay Behavior of Asphalt Pavement and Mechanical Analysis based on aging[C]//Proceedings of International Workshop on Energy and Environment in the Development of Sustainable Asphalt Pavements. June 6-8, 2010, Xi’an[3] LI Pei-long,ZHANG Zheng-qi, DING Zhan. Research on Composite Characteristics and Models of Viscosity for Recycled Asphalt[C].// Proceedings of 5th China-Japan Workshop on Pavement Technologies. 12th-13th September, 2009, Xi’an China[2]栗培龙,张争奇,王秉纲. 老化对沥青粘度及流变特性的影响. 第十五届铺面工程学术研讨会暨2009国际与两岸铺面专家高峰会议论文集, 台中,2009[1]栗培龙,张争奇,王秉纲. 沥青路面车辙变形特性及抗车辙性能研究. 第六届全国博士生学术年会论文集,重庆,2008 教学论文:[1]栗培龙,丁湛,徐玮,冯振刚.道路工程研究生创新能力培养探索. 陕西教育(高教),2019, (10):63-64公路学院道路工程研究所副所长道路结构与材料交通行业重点实验室副主任第十一届陕西省青年联合会委员(科技界别)第四届陕西省青年科技工作者协会委员第五届陕西省青年科技工作者协会理事世界运输大会(WTC)公路工程沥青路面设计性能预测委员会委员 相关热点