吕泉| Quan LV，同济大学博士、博士后，美国威斯康星麦迪逊分校访问学者。主持国家自然科学基金青年基金项目、中国博士后科学基金面上一等资助各一项，参与一项国家重点研发计划与多项国家自然科学基金面上项目。入选中国博士后创新人才支持计划与上海市超级博士后激励计划,获同济大学优秀博士学位论文。以第一作者或通讯作者发表SCI论文15篇，EI收录论文7篇，多次在国际沥青铺面技术大会（AAPT）、美国交通运输大会（TRB）等行业顶级会议中作大会报告。研究方向主要聚焦于沥青粘附、自愈特性，同时也关注沥青的改性机理及其混合料的性能评价方法，博士后阶段主要对胶粉改性的粘附失效机制和路面养护技术展开研究。

个人简介

电    话：18317152095                    

邮    箱：19310017@tongji.edu.cn            学    历：博士

籍    贯：浙江义乌                            专    业: 道路与机场工程

Researchgate page：https://www.researchgate.net/profile/Quan_Lv

教育工作与经历

2019.1-至今, 同济大学, 交通运输工程学院, 博士后，合作导师：孙立军

2017 09-2018.09 University of Wisconsin-Madison   Dept. of Civil Engineering     Honorary Associate

2013 09-2018.12  同济大学交通运输工程学院        道路与机场工程    硕博连读

2009.09-2013.06   吉林大学交通学院     土木工程（路桥）/商务英语        本科（双学士）

人才计划

2019.05 中国博士后创新人才支持计划

2019.12 上海市超级博士后激励计划

项目研究

科研项目：

• 胶粉改性沥青与集料界面粘附的失效机制与提升方法研究，中国博士后科学基金面上一等资助（第66批），12万元，2020.01-2021.12，在研，主持

• 胶粉改性沥青粘附性的机理解析与性能评价研究，51908426，国家自然科学基金青年基金项目，2020.01-2022.12，25万元，在研，主持

• 高掺量SBS改性沥青的老化机理、模拟与性能评价，51978518，国家自然科学基金面上项目，2020.01-2023.12，60万元，在研，参加

• 道路基础设施服役性能智能仿真理论和方法，国家重点研发计划，2018YFB1600100，2020.1-2023.12，1808万元，在研，参加

• 沥青与集料界面粘附性自愈合的机理、评价与增强，51778481，国家自然科学基金面上项目，2018.01-2021.12，63万元，在研，参加

• 溶解性胶粉改性沥青的微细观结构与流变性能研究，51478351，国家自然科学基金面上项目，2015.01-2018.12，83万元，已结题，参加

发表学术论文

[1]Lv, Quan.,  Huang, W., Zheng, M., Hao, G., Yan, C., & Sun, L. (2020).  Investigating the asphalt binder/mastic bonding healing behavior using  bitumen bonding strength test and X-ray Computed Tomography scan.  Construction and Building Materials, 257, 119504.(SCI, IF=4.046)

[2]Lv, Quan., Weidong  Huang, Mao Zheng, Yuan Zhang, Chuanqi Yan, Influence of gradation on  asphalt mix rutting resistance measured by Hamburg Wheel Tracking test. Construction and Building Materials, 2020, 238. (SCI, IF=4.046)

[3]Yan, C., Huang, W., Lin, P., Zhang, Y., andLv, Quan. (通讯作者).  Chemical and rheological evaluation of aging properties of high content  SBS polymer modified asphalt. Fuel, 2019, 252, 417-426. （SCI，IF=5.128）

[4]Lin, P., Yan, C., Huang, W., Li, Y., Zhou, L., Tang, N., ... &Lv, Quan. (通讯作者).  Rheological, chemical and aging characteristics of high content polymer  modified asphalt. Construction and Building Materials, 2019, 207,  616-629. (SCI, IF=4.046)

[5]Lv, Quan., Huang, W., Sadek,  H., Xiao, F., & Yan, C. Investigation of the rutting performance of  various modified asphalt mixtures using the Hamburg Wheel-Tracking  Device test and Multiple Stress Creep Recovery test. Construction and  Building Materials, 2019, 206, 62-70. (SCI, IF=4.046)

[6]Tang, N.,Lv, Quan. (通讯作者),  Huang, W. Chemical and rheological evaluation of aging characteristics  of terminal blend rubberized asphalt binder. Construction and Building  Materials, 2019, 205, 87-96. (SCI, IF=4.046)

[7]Lv, Quan.,  and Bahia, H. U.. Factors Affecting the Tracking Performance of Tack  Coat Materials. Transportation Research Record, 2019, 2673(3), 355-364.  (SCI, IF=0.748)

[8]Yan, Chuanqi, Feipeng Xiao, Weidong Huang, and Lv, Quan. (通讯作者).  Critical matters in using Attenuated Total Reflectance Fourier  Transform Infrared to characterize the polymer degradation in  Styrene–Butadiene–Styrene-modified asphalt binders. Polymer Testing,  Vol.70, 2018: 289-296. (SCI, IF=2.943)

[9]Lv, Quan., Weidong Huang, Bahia U. Hussain, Naipeng Tang, and Tangliang  Zhu. Three-Stage Damage Evolution of Asphalt Mixture in the Wet Hamburg  Wheel Tracking Device Test Using X-Ray Computed Tomography. Journal of  Materials in Civil Engineering, 30(7),2018. (SCI, IF=1.984)

[10]Yan, Chuanqi, Weidong Huang, Feipeng Xiao, and Lv, Quan. (通讯作者). Influence of polymer and sulphur  dosages on attenuated total reflection Fourier transform infrared upon  Styrene–Butadiene–Styrene-modified asphalt. Road Materials and Pavement Design,1-15,05/28/2018. (SCI, IF=2.193)

[11]Lv, Quan.,  Huang, W., Tang, N., & Xiao, F.. Comparison and relationship  between indices for the characterization of the moisture resistance of  asphalt–aggregate systems. Construction and Building Materials, 2018,  168, 580-589. (SCI, IF=4.046)

[12]Huang W, Lv, Quan. (通讯作者).  Investigation of Critical Factors Determining the Accuracy of Binder  Bond Strength Test to Evaluate Adhesion Properties of Asphalt Binders  [J]. Journal of Testing and Evaluation, 2017. (SCI，IF=0.711)

[13]Lv, Quan.,  Huang W, Xiao F. Laboratory evaluation of self-healing properties of  various modified asphalt [J]. Construction & Building Materials,  2017, 136:192-201. (SCI, IF=4.046)

[14]Lv, Quan.，Weidong Huang, Xingyi Zhu, Feipeng Xiao. On the investigation of self-healing behavior of bitumen and itsinfluencing factors [J]. Materials and Design, 2017.（SCI，IF=5.77）

[15]Huang W, Lv, Quan.(通讯作者),  Xiao F. Investigation of using binder bond strength test to evaluate  adhesion and self-healing properties of modified asphalt binders [J]. Construction and Building Materials, 2016. (SCI, IF=4.046)

[16]吕泉，黄卫东，孙立军，周璐，刘力源.沥青粘附性自愈合性能评价与机理分析[J]. 哈尔滨工业大学学报(EI检索).已录用

[17]周璐,黄卫东,吕泉（通讯作者）.干湿条件下沥青自愈合性能评价与机理分析[J].建筑材料学报:1-15,2020-03-04.

[18]张家伟,黄卫东,吕泉（通讯作者）,关维阳.TB复合SBS改性沥青及混合料低温性能研究[J].建筑材料学报:1-11.

[19]Lv, Quan,  Huang M, Huang W. A Conception of Application Epoxy Asphalt Mixture on  Airport Pavement[C]//Advanced Materials Research. Trans Tech  Publications, 2014. (EI检索)

[20]黄卫东, 吕泉(通讯作者), 柴冲冲. Terminal Blend胶粉改性沥青的复合改性研究[J]. 建筑材料学报, 2016, 19(1):111-118. (EI检索）

[21]黄卫东, 吕泉(通讯作者), 柴冲冲. TB+SBS复合改性沥青的性能[J]. 建筑材料学报, 2016, 19(3):522-527. (EI检索）

[22]Huang W, Lv, Quan (通讯作者), Tian J. Effects of Tack Coat Type and Surface Characteristics on Interface Bond Strength[C]. New Frontiers (ASCE), 2015. (EI检索）

【7篇国际会议】

[1]Lv, Quan，Hussain U. Bahia.  Separating Load from Moisture Effects in Wet Hamburg Wheel-Track Test .Journal of the Association of Asphalt Paving Technologists, 2019.03.

[2]Lv, Quan, Weidong Huang. A Multi-aspect Understanding of Self-healing Behavior in Asphalt Materials.世界交通运输大会, 2019.06.

[3]Lv, Quan, Hussain U. Bahia, Weidong Huang, Naipeng  Tang, Mao Zheng. Effects of Modifiers and Binder Properties on the  Performance of Asphalt Mixtures in the Hamburg Wheel-Tracking Device  Test. Journal of the Association of Asphalt Paving Technologists,  2018.03.

[4]Huang W, Lv, Quan (通讯作者).  Evaluations of Adhesion and Self-healing Properties of Modified Asphalt  Binders Using Binder Bond Strength Test[C]. Transportation Research  Board 95th Annual Meeting, 2016.

[5] Huang W, Lv, Quan (通讯作者)  and F.P. Xiao. Laboratory Evaluation of Self-healing Properties of  Various Modified Asphalt [C]. Transportation Research Board 96th Annual  Meeting, 2017.

[6]Lv Q,  Huang W and T.L. Zhu. Investigation of Self-healing Behaviors of  Bitumen based on Binder Bond Strength test and CT-Scan test [C].  Transportation Research Board 96th Annual Meeting, 2017.

[7]Lv Q and Huang W. Comparison and relationship between indexes for the characterizationof the moisture resistance of asphalt–aggregate systems [C]. Transportation Research Board 97th Annual Meeting, 2018.