基本情况：高乾丰（1989.09—），男，湖南安化人，工学博士，长沙理工大学交通运输工程学院讲师，硕士生导师
所在学科：道路与铁道工程
研究方向：特殊土路基稳定与加固、土体多尺度研究、岩土工程数值模拟
研究领域：路基工程、岩土工程
教育经历：
2015.09~2019.03：法国洛林大学（Université de Lorraine），材料科学（岩土方向），博士
2012.09~2015.06：湘潭大学，结构工程（土-结构相互作用），硕士
2008.09~2012.06：湘潭大学，土木工程（道桥方向），学士
主持和参与的科研项目：
[1] 国家自然科学基金青年科学基金项目，**，干湿交替作用下含根系红黏土路堑边坡灾变机制多尺度研究，2021/01-2023/12，在研，主持
[2] 公路地质灾变预警空间信息技术湖南省工程实验室开放基金项目，kfj190605，干湿循环下花岗岩残积土强度劣化及路堑边坡失稳机理研究，2019/12-2020/11，已结题，主持
[3] 岩土力学与工程安全湖南省重点实验室开放基金项目，16GES04，黏土干缩开裂本构模型与扩展有限元模拟，2016/06-2017/12，已结题，主持
[4] 国家自然科学基金面上项目，**，考虑水环境效应的软岩路堤填筑方法、服役性能演化机理与智能控制，2021/01-2024/12，在研，参与
[5] 国家自然科学基金面上项目，**，考降雨入渗条件下暂态饱和软岩边坡渗流-软化分析方法与灾变控制，2021/01-2024/12，在研，参与
[6] 湖南省教育厅社会发展领域重点研发项目，2019SK2171，湖南省高速公路运营安全智能提升关键技术，2019/09-2021/09，在研，参与
已发表学术论文：
[1]Gao Q.F., Shi Z.*, Luo J., Liu J. Microstructural insight into the permeability and water retention property of compacted binary silty clay[J]. Journal of Central South University, 2020, 27(7): 2068?2081.
[2]Gao Q.F.*, Jrad M., Hattab M., Fleureau J.M., Ighil Ameur L. Pore morphology, porosity and pore size distribution in kaolinitic remoulded clays under triaxial loading[J]. International Journal of Geomechanics, 2020, 20(6): **.
[3]Gao Q.F.*, Hattab M., Jrad M., Fleureau J.M., Hicher P.Y. Microstructural organization of remoulded clays in relation with dilatancy/contractancy phenomena[J]. Acta Geotechnica, 2020, 15(1): 223?243.
[4]Gao Q.F., Zhao D., Zeng L.*, Dong H. A pore size distribution-based microscopic model for evaluating the permeability of clay[J]. KSCE Journal of Civil Engineering, 2019, 23(12): 5002?5011.
[5]Gao Q.F., Dong H.*, Huang R., Li Z.F. Structural characteristics and hydraulic conductivity of an eluvial-colluvial gravelly soil[J]. Bulletin of Engineering Geology and the Environment, 2019, 78(7): 5011?5028.
[6]Gao Q.F., Dong H.*, Deng Z.W., Ma Y.Y. Wind-induced dynamic amplification effects on the shallow foundation of a horizontal-axis wind turbine[J]. Computers and Geotechnics, 2017, 88: 9?17.
[7]Gao Q.F.*, Jrad M., Ighil Ameur L., Hattab M., Fleureau J.M. Dilatancy phenomenon study in remolded clays - a micro-macro investigation. In Proceedings of China-Europe Conference on Geotechnical Engineering, 2018, 1: 148?152.
[8]Dong H., Peng B., Gao Q.F.*, Hu Y., Jiang X. Study of hidden factors affecting the mechanical behavior of soil-rock mixtures based on abstraction idea[J]. Acta Geotechnica, 2020. (DOI: 10.1007/s11440-020-01045-0)
[9]Zeng L., Yao X.F., Zhang J.*, Gao Q.F.*, Chen J.C., Gui Y. Ponded infiltration and spatial-temporal prediction of the water content of silty mudstone[J]. Bulletin of Engineering Geology and the Environment, 2020. (DOI: 10.1007/s10064-020-01880-1)
[10]Zeng L., Yu H.C., Gao Q.F.*. Mechanical properties and micromechanism of improved disintegrated carbonaceous mudstone[J]. Journal of Central South University, 2020, 27(7): 1992?2002.
[11]Zeng L., Li F., Gao Q.F.*,Yao X., Wang G. Insight into the fracturing of silty mudstone in cyclic hydrothermal environments based on computed tomography[J]. Transportation Geotechnics, 2020, 26: 100432.
[12]Zeng L., Yao X., Gao Q.F.*, Bian H., Fan D. Use of nanosilica and cement in improving the mechanical behavior of disintegrated carbonaceous mudstone[J]. Journal of Nanoscience and Nanotechnology, 2020, 20(8): 4807?4814.
[13]He Z., Xiang D., Liu Y., Gao Q.F.*, Bian H. Deformation behavior of coarse-grained soil as an embankment filler under cyclic loading[J]. Advances in Civil Engineering, 2020. (DOI: 10.1155/2020/**)
[14]Dong H., Zhao Y.*, Jiang X., Gao Q.F.*, Wang Z. Boundary effect on the hydraulic characteristics of gravelly soil slopes in physical model tests[J]. Journal of Hydrology, 2019, 578: 124054.
[15]Zeng L., Liu J., Gao Q.F.*, Bian H. Evolution characteristics of the cracks in the completely disintegrated carbonaceous mudstone subjected to cyclic wetting and drying[J]. Advances in Civil Engineering, 2019. (DOI: 10.1155/2019/**)
[16]Zhao D., Gao Q.F., Hattab M., Hicher P.Y., Yin Z.Y*. Microstructural evolution of remolded clay related to creep[J]. Transportation Geotechnics, 2020, 24: 100367.
[17]Dong H.*, Huang R., Gao Q.F. Rainfall infiltration performance and its relation to mesoscopic structural properties of a gravelly soil slope[J]. Engineering Geology, 2017, 230: 1?10.
获得学术奖励：
[1] 高乾丰（6/15），南方地区软岩路堑边坡失稳机理及防控关键技术与应用，中国公路学会科技进步一等奖，中国公路学会，2019.
联系方式：
邮箱：qianfeng.gao@csust.edu.cn
地址：公路工程实验中心A314