近期论文
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[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
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