基本信息
姓名：劉國強
出生年月：1991年11月
學位：博士
職稱：講師
研究領域：（1）瀝青與礦料界面交互作用的多尺度表征；（2）瀝青及瀝青混合料粘彈行為、微（細）觀損傷機制及數值仿真研究；（3）服役狀态下路面結構性能無損檢測、評估與養護的一體化技術；（4）綠色低碳功能型路面新材料研發及應用.
E-mail：guoqiangliu2021@126.com
個人簡介
劉國強，男，安徽蕪湖人。2021年9月博士畢業于東南大學交通運輸工程專業。在Journal of Materials in Civil Engineering，International Journal of Pavement Engineering，Construction and Building Materials，Road Materials and Pavement Design等國際期刊發表學術論文10餘篇，參與多項國家重點研發計劃及國家自然科學基金項目，受邀擔任 Construction and Building Materials、TRB以及Materials等期刊或會議論文審稿人。
教育經曆
2016/9~2021/9 東南大學 交通運輸工程， 博士，導師：趙永利教授
2013/9~2016/6 長安大學 道路與鐵道工程，碩士，導師：張久鵬教授
2009/9~2013/6 安徽理工大學 土木工程， 本科
科研、學術與訪學工作經曆
2021年9月-至今，伟德官网bv，伟德官网bv，講師
主持或科研項目及人才計劃項目情況
縱向：
（1）智能感知與路用性能平衡的材料設計理論，國家重點研發計劃子課題，在研，參加。
（2）基于主力鍊演化機制的礦料骨架構成機理及瀝青混合料優化設計研究，國家自然科學基金，在研，參加。
（3）基于Eshelby夾雜理論的瀝青混合料細觀本構模型及損傷機理研究，國家自然科學基金，已結題，參加。
代表性研究成果和學術獎勵情況
一.代表性論文
[1] Liu, G., et al. (2020). Asphalt Mixture Force Chains Length Distribution and Skeleton Composition Investigation Based on Computational Granular Mechanics. Journal of Materials in Civil Engineering.
[2] Liu, G., et al. (2020). Effects of Asphalt Mixture Structure Types on Force Chains Characteristics Based on Computational Granular Mechanics. International Journal of Pavement Engineering. doi:10.1080/10298436.2020.1784894.
[3] Liu, G., et al. (2020). Research on Asphalt Mixture Force Chains Identification Criteria Based on Computational Granular Mechanics. Canadian Journal of Civil Engineering. doi:10.1139/cjce-2020-0021.
[4] Liu, G., et al. (2020). Quantitative Investigation of Aggregate Skeleton Force Chains of Asphalt Mixtures Based on Computational Granular Mechanics. Advances in Civil Engineering, 2020, 2196503. doi:10.1155/2020/2196503.
[5] Liu, G., et al. (2020). Quantitative comparison of evaluation indices for asphalt-filler interaction ability within filler critical volume fraction. Road Materials and Pavement Design, 21(4), 906-926. doi:10.1080/14680629.2018.1531054.
[6] A. Chen, G. Liu, Y. Zhao, J. Li, Y. Pan and J. Zhou (2018). Research on the aging and rejuvenation mechanisms of asphalt using atomic force microscopy. 177-184, Construction and Building Materials.
[7] Y. Jia, G. Liu, Y. Gao, J. Pei, Y. Zhao and J. Zhang(2018). Degradation reliability modeling of stabilized base course materials based on a modulus decrement process. 303-313, Construction and Building Materials.
[8] Liu, G., et al. (2018). Effects of aging on rheological properties of asphalt materials and asphalt-filler interaction ability. Construction and Building Materials, 168, 501-511.
[9] Liu, G., et al. (2017). Fatigue performance evaluation of asphalt mixtures based on energy-controlled loading mode. Construction and Building Materials, 157, 348-356.
[10] Liu, G., et al. (2017). Applicability of evaluation indices for asphalt and filler interaction ability. Construction and Building Materials, 148, 599-609.
[11] Zhang, J, Liu, G., et al. (2017). Effects of material characteristics on asphalt and filler interaction ability. International Journal of Pavement Engineering.
[12] J. Zhang, G. Liu, Z. Hu, C. Zhu, J. Pei and L. Jin(2016). Effects of temperature and loading frequency on asphalt and filler interaction ability. Construction and Building Materials, 1028-1037. DOI: 10.1016/j.conbuildmat.2016.08.151
[13] J. Zhang, G. Liu, C. Zhu and J. Pei(2017). Evaluation indices of asphalt–filler interaction ability and the filler critical volume fraction based on the complex modulus. Road Materials and Pavement Design, 1338-1352, DOI: 10.1080/14680629.2016.1218789
二.授權發明專利和編制标準、規範
發明專利：趙永利，陳安琪，李靖，劉國強，潘園園. 一種基于聚類分類的路用性能預測方法，專利申請号：CN201810116585.1
