特聘副研究员

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师资队伍

韩仲

发布日期:2018-05-29 作者: 来源: 点击数:

 

韩仲

学历学位

博士()

副研究员

博导/硕导

博导

Email

zhong.han@whu.edu.cn

通信地址

武汉大学土木建筑工程学院 南406办公室

个人主页

Research Gate:

https://www.researchgate.net/profile/Zhong-Han-3

Google Scholar: https://scholar.google.ca/citations?hl=en&tzom=-480&user=DisVBjMAAAAJ

学习经历

博士:2012 - 2016 加拿大渥太华大学,导师:Sai K. Vanapalli 教授

硕士:2009 - 2012 郑州大学,导师:郭院成 教授

本科:2005 - 2009 郑州大学

工作经历

2017.01  武汉大学土木建筑工程学院,副研究员

2022.07  渥太华大学土木工程系,兼职教授(Adjunct Professor

2016.09 2018.09 渥太华大学土木工程系,博士后

2016.09 2016.12 渥太华大学土木工程系,兼职讲师

2013.01 2016.08  渥太华大学土木工程系,研究助理/教学助理

本科生课程

  • 道路工程材料(双语)

  • 路基路面工程(双语)

  • 路基路面工程课程设计

· 土力学(全英文)

研究生课程

  • 桩基理论

  • 高等路面材料及路基路面设计

  • 大型桥梁基础设计理论

学术兼职

中国土木工程学会,土力学及岩土工程分会,非饱和土与特殊土专业委员会委员

中国土木工程学会,土力学及岩土工程分会,青年工作委员会委员

武汉市岩土工程协会理事

湖北省力学学会会员

国际土力学与岩土工程学会(ISSMGE)会员

美国岩土工程协会(ASCE)会员

加拿大岩土工程协会(CGS)会员

加拿大注册工程师(P.Eng

担任Géotechnique, JGGE, CGJ, EG, CBM   20余种国际权威期刊审稿人

主要研究领域

针对长期复杂环境荷载影响下土工结构的服役性能和耐久性这一核心课题,系统地开展试验与理论研究,致力于以非饱和土力学理论为手段,揭示和预测土工结构中天然土体和压实土体的结构-水力-力学特性在动、静荷载以及温度、湿度循环等环境荷载共同作用下的演化规律,实现对土工结构的服役性能及长期寿命的合理预测和设计。

主要研究方向

  • 非饱和土力学原理

  • 土动力学

  • 复杂环境路基工程

  • 膨胀土力学特性及工程应用

  • 冻土的水力-力学特性

  • 地基及边坡的加固理论与实践

主要论文及著作(数据至202210月)

A.期刊论文: 47

B.学术会议邀请报告: 6

C.会议论文: 19

D.学位论文与研究报告: 4

E.专利:4

F.教材与标准:3

合计: 84

A. 期刊论文(*通讯作者)

1. Han,   Z., Zhao, G., Lin, J., Fan, K.*, Zou, W.* (2022). Influences   of temperature and moisture histories on the hydrostructural characteristics   of a clay during desiccation. Engineering   Geology, 297 (August 2021), 106533.

2. Fan, K., Pei, Q., Liu, L., Han, Z.*, Zou, W., 2022. Strength and   microstructure of a lignin fiber-reinforced expansive soil in cold regions. Geosynthetics International, doi: 10.1680/jgein.21.00049a.

3. Fan, K., Yan, J., Zou, W.*, Han, Z.*, Lai, Z. (2022). Active earth pressure on   non-yielding retaining walls with geofoam blocks and granular backfills. Transportation Geotechnics, 33   (December 2021), 100712.

4. Zou, W., Han, Z.*, Zhao, G.*, Fan, K., Vanapalli, S.K., Wang, X. (2022).   Effects of cyclic freezing and thawing on the shear behaviors of an expansive   soil under a wide range of stress levels. Environmental   Earth Sciences, 81 (3), 77.

5. Lin, J., Zou, W.*, Han, Z.*, Zhang, Z., Wang, X. (2022).   Structural, volumetric and water retention behaviors of a compacted clay upon   saline intrusion and freeze-thaw cycles. Journal   of Rock Mechanics and Geotechnical Engineering, 14 (3), 953–966.

6. Liu, S., Gao, C., Fan, K.*, Zhang,   C., Wang, Z., Shen, C., Han, Z. (2022).   Repairing expansive soil channel slope with soilbags. Geosynthetics International, doi: 10.1680/jgein.22.00254.

7. Han, Z.,   Zou, W.L.*, Wang, X.Q. (2021). Predicting water retention curve and resilient   modulus of compacted natural and recycled pavement unbound granular   materials. International Journal of Pavement Engineering, 22 (13),   1697–1710.

8. Zou, W.L., Han, Z.*, Ding,   L.Q.*, Wang, X.Q. (2021). Predicting resilient modulus of compacted subgrade   soils under influences of freeze-thaw cycles and moisture using gene   expression programming and artificial neural network approaches. Transportation   Geotechnics, 28,   100520.

9. Ding, L.Q., Vanapalli, S.K., Zou,   W.L.*, Han, Z.*, Wang, X.Q. (2021). Freeze-thaw and wetting-drying   effects on the hydromechanical behavior of a stabilized expansive soil. Construction   and Building Materials, 275: 122162.

10. Zhao, G.T., Zou. W.L.*, Han,   Z.*, Wang, D.X., Wang, X.Q. (2021). Evolution of soil-water and shrinkage   characteristics of an expansive clay during freeze-thaw and drying-wetting   cycles. Cold Regions Science and Technology, 186, 103275.

11. Zhao, G.T., Zou. W.L.*, Han, Z.,   Wang, X.Q. (2021). Evolution of mechanical behaviours of an expansive soil   during drying-wetting, freeze-thaw, and drying-wetting-freeze-thaw cycles. Bulletin   of Engineering Geology and the Environment, 80(10): 8109-8121.

12. Zou, W.L., Ding, L.Q., Han, Z.*,   Wang, X.Q. (2020). Effects of freeze-thaw cycles on the moisture sensitivity   of a compacted clay. Engineering Geology, 278: 105832.

13. Zou, W.L., Han, Z.*, Ye,   J.B. (2020). Influence of external stress and initial density on the   volumetric behavior of an expansive clay during wetting. Environmental Earth Sciences, 79(10): 211.

14. Ding, L.Q., Han, Z.*, Zou,   W.L.*, Wang, X.Q. (2020). Characterizing hydro-mechanical behaviours of   compacted subgrade soils considering effects of freeze-thaw cycles. Transportation   Geotechnics, 24: 100392.

15. Han, Z.,   Vanapalli, S.K., Zou, W.L., Wang, X.Q., Zhang, J.F. (2019). Modelling virgin   compression line of compacted unsaturated soils. Acta Geotechnica,   14(6): 1991-2006.

16. Han,   Z., Vanapalli, S.K., Zou, W.L.* (2019). Simple approaches for modeling hysteretic   soil water retention behavior. Journal of Geotechnical and   Geoenvironmental Engineering, 145(10): 04019064.

17. Zou, W.L., Wan, L.L., Han, Z.*, Wang, X.Q. (2019) Effect of   stress history on the mechanical and rheological behavior of EPS geofoam. Construction and Building Materials. 228: 116592.

18. Ye, Y.X., Zou, W.L.*, Han, Z., Liu, X.W. (2019). Predicting   the entire soil-water characteristic curve using limited measurements within   low suction range. Journal of Mountain   Science, 16 (5): 1198-1214.

19. Ren, J.P., Vanapalli, S.K.*, Han, Z., Omenogor, K., Bai, Y. (2019)   The resilient moduli of five Canadian soils under wetting and freeze-thaw   conditions and their estimation by using an Artificial Neural Network model. Cold Regions Science and Technology,   168(June): 102894.

20. Han,   Z., Vanapalli, S.K.*, Ren, J.P., Zou, W.L. (2018). Characterizing cyclic and static modulus   and strength of compacted Canadian pavement subgrade soils considering   post-compaction moisture variation. Soils   and Foundations,   58(5):1187-1199.

21. Zou, W.L., Han, Z.*, Vanapalli, S.K., Zhang, J.F.,   Zhao, G.T. (2018). Predicting   volumetric behavior of compacted clays during compression. Applied Clay Science, 156C: 116-125.

22. Ye, J.B., Zou, W.L.*,   Han, Z., Vanapalli, S.K., Tu, H.Y. (2018). Effect of   montmorillonite content and sodium chloride solution on the residual swelling   pressure of an expansive clay. Environmental   Earth Science, 77:677.

23. Wan,   L.L., Zou, W.L.*, Wang, X.Q., Han, Z. (2018). Comparison of three kinds of   inclusions in reducing lateral swelling pressure. Geosynthetics International, 25(5): 481-493.

24. Ye, Y.X., Zou, W.L., Han, Z. (2018). An insight into the   projection characteristics of the soil-water retention surface. Water, 10(12):1717.

25. Han, Z., Vanapalli, S. K.*, Zou, W.L.   (2017). Integrated   approaches for predicting soil-water characteristic curve and resilient   modulus of compacted subgrade soils. Canadian   Geotechnical Journal, 54(5): 646-663.

26. Han, Z., Vanapalli, S.K.* (2017).   Normalizing variation of stiffness and shear strength of compacted   fine-grained soils with moisture content. Journal of Geotechnical and   Geoenvironmental Engineering, 143(9): 04017058.

27. Han, Z., Vanapalli, S.K.* (2017). Closure   to “State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade   Soils”. International Journal of Geomechanics, 17(11):   07017013.

28. Ren,   J.P., Vanapalli, S.K.*, Han, Z. (2017).   Soil freezing process and different expressions for soil-freezing   characteristic curve. Sciences in Cold   and Arid Regions. 9(3): 221-228.  

29. Han, Z., Vanapalli, S.K.* (2016). Stiffness   and shear strength of unsaturated soils in relation to soil-water   characteristic curve. Géotechnique, 66(8): 627-647.

30. Han, Z., Vanapalli, S.K.* (2016). State-of-the-Art:   Prediction of resilient modulus of unsaturated subgrade soils. International Journal of Geomechanics,   16(4): 04015104.

31. Han, Z., Vanapalli, S.K.*, Kutlu, Z.N. (2016). Modelling   the behavior of a friction pile in a compacted glacial till. International Journal of Geomechanics,   16(6): D04016009.

32. Han, Z., Vanapalli, S.K.* (2016). Relationship between resilient   modulus and suction for compacted subgrade soils. Engineering   Geology, 211: 85-97.

33. Vanapalli,   S.K., Han, Z*. (2016). Modelling   the mechanical properties of a compacted glacial till. Indian Geotechnical Journal, 46(3): 261-271.

34. Han, Z., Vanapalli, S.K.* (2015). Model for predicting the   resilient modulus of unsaturated subgrade soil using the soil-water   characteristic curve. Canadian   Geotechnical Journal, 52(10): 1605-1619.

35. 邹维列, 蔺建国, 韩仲*, 裴秋阳, 徐永福. (2022). 膨胀土边坡加固技术研究进展, 中南大学学报, 53(1): 126-139.

36. 韩仲, 邹维列*, 应镇谦, 丁鲁强, 万梁龙. (2022). 侧限条件下压实膨胀土的侧向压力试验研究及简化预测方法, 中南大学学报, 53(1): 160-170.

37. 叶云雪, 韩仲, 邹维列, 王东星, 吴珺华. (2022). 基于土水特征试验估算重塑黏性土的缩限. 岩石力学与工程学报, 41(S2): 3380-3389.

38. 万梁龙, 丁鲁强, 韩仲, 邹维列, 王协群. (2022). 干湿和冻融共同作用下压实黏性土回弹模量试验研究. 路基工程, 222: 46-51.

39. 赵贵涛, 韩仲*, 邹维列, 王协群. (2021). 干湿、冻融循环对膨胀土土-水及收缩特征的影响. 岩土工程学报, 43(6):   1139-1146.

40. 丁鲁强, 韩仲*, 邹维列, . (2021). 膨胀土-EPS 缓冲层-挡墙体系侧压力的模拟和计算. 岩土工程学报, 43(8):   1558-1564.

41. 叶云雪, 邹维列, 韩仲*, . (2021). 考虑初始状态影响的膨胀土一维膨胀特性研究. 岩土工程学报, 43(8):   1518-1525.

42. 王协群,周琪,韩仲*,邹维列,丁鲁强.(2021). 常温脱湿与冻融路径下压实土的土水特征. 中南大学学报(自然科学版). 52 (10), 3559-3570.

43. 王协群, 匡文壮, 韩仲*, 邹维列. (2021). 膨胀土中EPS缓冲层-悬臂式挡墙支护结构的受力变形数值模拟研究. 长江科学院院报, 39(7): 78-86.

44. 邹维列, 叶云雪, 韩仲*. (2020). 基于化学反应动力学方程的一维膨胀时程模型. 岩土工程学报, 42(4):   737-744.

45. 叶云雪,邹维列*,韩仲,刘小文 (2019). 非饱和土孔隙比与基质吸力关系的通用模型. 岩土工程学报41(5):927-933.  

46. 郭院成, 魏艳卿*, 韩仲 (2015).高填方路基后处理复合地基初始固结度对其工作性能的影响分析. 公路. 60(1):   27-30.

47. 郭院成, 魏艳卿*, 韩仲 (2013).高填方后处理复合路基荷载传递机理. 沈阳建筑大学学报(自然科学版),   29(5): 775-781.

 

B. 学术会议邀请报告

48. Han, Z. (2017). Stiffness and shear strength of unsaturated   soils. 2017 Canadian Geotechnical   Conference, Keynote Address,   Ottawa, Canada.

49. Vanapalli,   S. K., and Han, Z. (2017). Design   of shallow and deep foundations using the mechanics of unsaturated soils. 2017 Pan-American Conference on   Unsaturated Soils, Fredlund   Symposium Invited Address, Dallas, USA.

50. Vanapalli,   S. K., and Han, Z. (2016).   Addressing transportation geotechnics challenges using mechanics of   unsaturated soils. 2016 Indian   Geotechnical Conference, Keynote   Address, Chennai, India. In Geotechnical Design and Practice.   Developments in Geotechnical Engineering. Springer, Singapore. DOI:   10.1007/978-981-13-0505-4_8.

51. Vanapalli,   S. K., Han, Z., Qi, S., and Liu,   Y. (2016). Some applications of the mechanics of unsaturated soils in   forensic geotechnical engineering. 5th   International Conference on Forensic Geotechnical Engineering, Keynote Address, Bengaluru, India.

52. Vanapalli,   S. K., and Han, Z. (2016).   Canadian practice on determining and estimating the resilient   modulus of pavement materials. 2016 TRB   Annual Meeting, Invited Address, Washington, D.C., USA.

53. Vanapalli,   S. K., and Han, Z. (2014).   Application of the unsaturated soil mechanics in the design of pavements. 6th International Conference on   Unsaturated Soils, Invited Address,   Sydney, Australia, Unsaturated Soils: Research & Applications, Edited by   N. Khalili, A. Russell, and A. Khoshghalb, CRC Press, 1799-1805. DOI:   10.1201/b17034-263.

54. Vanapalli,   S. K., and Han, Z. (2013).   Prediction of the resilient modulus of unsaturated fine-grained soils. 4th International Conference on   Advances in Civil Engineering, Keynote   Address, NCR, India, Advances in Engineering and Technology. Edited by B.   S. Harish, and V. V. Das, Elsevier, a division of Reed Elsevier India Pvt.   Ltd, 876-887. DOI:   10.13140/RG.2.1.3889.2881.

C. 会议论文

55. Zou,   W. -L., Wang, X. -Q., Zhang, J. -F., Han,   Z., and Wan, L. -L. (2018). Constitutive model for soaking-induced volume   change of unsaturated compacted expansive soil. In Proceedings of the 2018 China-Europe   Conference on Geotechnical Engineering, Vienna, Austria. DOI:   10.1007/978-3-319-97112-4_26.

56. Zou,   W. -L., Ye, Y. -X., Han, Z., and   Wang, X. -Q. (2018). Soil-water space curve of a silty sand. In Proceedings of the 2018 International   Conference on Unsaturated Soils, Hong Kong, China.

57. Bruce,   J., Gurpersaud, N., Han, Z.,   Montgomery, M., and Lee, H. (2018) Micropiles installed into an artesian   aquifer at Richmond Hill GO station pedestrian bridge. In Proceedings of the GeoEdmonton 2018, the   71st Annual Canadian Geotechnical Conference, Edmonton,   Canada.

58. Han, Z., Vanapalli, S. K., Ren, J. P., Zou, W.-L. (2017).   Empirical relationships for predicting the resilient modulus of Ontario   subgrade soils. In Proceedings of the   Transportation Research Board 97th   Annual Meeting, Transportation Research Board, (Paper No. 01660855).   https://trid.trb.org/view/1494453

59. Han, Z., Zou, W. -L., and Vanapalli, S. K. (2017).   Stiffness and permanent strain behavior of an unsaturated red clay under   cyclic loadings. In Proceedings of the   2017 Pan-Am Conference on Unsaturated Soils, Dallas, USA.

60. Ahmed,   F., Han, Z., Vanapalli, S. K., and   Ren, J. P. (2017). Estimating the variation of the resilient modulus with   respect to moisture content for a compacted subgrade soil from pocket   penetrometer results. In Proceedings of   the GeoOttawa2017, the 70th Annual Canadian Geotechnical   Conference, Ottawa, Canada.

61. Ren,   J. P., Han, Z., and Vanapalli, S.   K. (2017). Predicting resilient modulus of frozen subgrade soils. In Proceedings of the Transportation Research Board 96th Annual   Meeting, Transportation Research Board, (Paper No. 17-03396).   https://trid.trb.org/view/1438351

62. Han,   Z., Ren, J.   P., Faria, A. and Vanapalli,   S. K. (2016). Modelling the resilient modulus of Ontario subgrade soils   considering the environmental influences. In Proceedings of the GeoVancouver2016, the 69th Annual   Canadian Geotechnical Conference, Vancouver, Canada.

63. Al-Khazaali,   M., Han, Z., and Vanapalli, S. K.   (2016). Modelling the load-settlement behavior of model piles in unsaturated   sand and glacial till. In Proceedings   of the 2016 ASCE Geotechnical & Structural Engineering Congress,   Phoenix, USA, Edited by C. Y. Chandran and M. I. Hoit, 2075-2087. DOI:   10.1061/9780784479742.178.

64. Oh,   W. T., Vanapalli, S. K., Qi, S., and Han,   Z. (2016). Stability of an unsaturated vertical trench. In Proceedings of the 2016 European   Conference on Unsaturated Soils, Paris, France, Edited by P. Delage, Y. -   J. Cui, S. Ghabezloo, J. M. Pereira, and A. M. Tang, UNSP 15003. DOI:   10.1051/e3sconf/20160915003.

65. Han, Z., and Vanapalli, S. K. (2015). Prediction of the   resilient modulus of unsaturated base-course materials. In Proceedings of the IFCEE 2015, San   Antonio, USA. Geotechnical Special Publication 256, IFCEE 2015, Edited by M.   Iskander, M. T. Suleimanand, J. B. Anderson and D. F. Laefer, 2112-2121. DOI:   10.1061/9780784479087.195.

66. Han, Z., Baudin, M., and Vanapalli, S. K. (2015). Two-step   approach for estimating the resilient modulus of pavement subgrade taking   account the influence of moisture regime. In Proceedings of the 2015 ASCE Airfield & Highway Pavement   Conference, Miami, USA. DOI: 10.1061/9780784479216.076. (SCI)

67. Han, Z., and Vanapalli, S. K. (2015). Resilient modulus -   suction correlations for several subgrade soils from China. In Proceedings of the 2015 Asia-Pacific   Conferences on Unsaturated Soils, Guilin, China, Unsaturated Soil   Mechanics from Theory to Practice, Edited by Z. Chen, C. Wei, D. Sun, and Y.   Xu, CRC Press, 247-252. DOI: 10.13140/RG.2.1.4162.1526.

68. Han, Z., and Vanapalli, S. K. (2014). Predicting the   variation of resilient modulus with respect to suction using the soil-water   characteristic curve as a tool. In Proceedings   of the ASCE 2014 GeoCongress Conference, Atlanta, Georgia, USA,   Geotechnical Special Publication 234, Geo-Characterization and Modeling for   Sustainability, Edited by M. Abu-Farsakh, X. Yu, and L. R. Hoyos, 1463-1472.   DOI: 10.1061/9780784413272.143.

69. Han, Z., and Vanapalli, S. K. (2014). Prediction of the   variation of the resilient modulus with respect to the soil suction for three   granular materials using three methods. In Proceedings of the 2014 GeoShanghai Conference, Shanghai, China,   Geotechnical Special Publication 239, Pavement Materials, Structures, and   Performance, Edited by B. Huang, and S. Zhao, 414-423. DOI:   10.1061/9780784413418.041.

70. Han, Z., and Vanapalli, S. K. (2014). Semi-empirical model   for predicting the resilient modulus of unsaturated fine-grained soils using   the soil-water characteristic curve. In Proceedings   of the 6th International Conference on Unsaturated Soils,   Sydney, Australia, Unsaturated Soils: Research & Applications, Edited by   N. Khalili, A. Russell, and A. Khoshghalb, CRC Press, 797-803. DOI:   10.1201/b17034-113.

71. Taylan   Kutlu, Z. N., Vanapalli, S. K., and Han,   Z. (2014). Modeling the p-δ behavior of single friction pile in compacted   fine-grained soils. In Proceedings of   the 6th International Conference on Unsaturated Soils, Sydney,   Australia, Unsaturated Soils: Research & Applications, Edited by N.   Khalili, A. Russell, and A. Khoshghalb, CRC Press, 1791-1797. DOI:   10.1201/b17034-262.

72. Han, Z., Han, S., Oh, W. T., and Vanapalli, S. K. (2014).   Modelling the stress-settlement behavior of shallow foundation in unsaturated   sand using Sigma/W and Plaxis. In Proceedings   of the 67th Canadian Geotechnical Conference, Regina, Canada.   DOI: 10.13140/RG.2.1.2589.2885.

73. Han, Z., and Vanapalli, S. K. (2013). Comparison between   three different models for predicting the variation of the resilient modulus   of subgrade soils with respect to soil suction. In Proceedings of the 66th Canadian Geotechnical Conference   & 11th Joint CGS/IAH-CNC Groundwater Conference, Montreal,   Canada. DOI: 10.13140/RG.2.1.4686.4405.

D. 学位论文与研究报告

74. Han, Z. (2016). Modelling   Stiffness and Shear Strength of Compacted Subgrade Soils. PhD Thesis, University of Ottawa, Ottawa,   Canada. (URL: http://hdl.handle.net/10393/35059)

75. Han, Z. (2012). Study   on Negative Skin Friction in Post-Processed High Fill Subgrade. MSc Thesis, Zhengzhou University,   Zhengzhou, China.

76. Han, Z., Ren, J. -P., and Vanapalli, S. K. (2017). Influence of Climate Factors on the Long   Term Performance of Pavements. National Research Council Canada, Project:   Climate-Resilient Core Public Infrastructure: Roads.

77. Vanapalli,   S. K., and Han, Z. (2016). Characterization of the   Mechanistic-Empirical Pavement Design Guide Input Parameters for the   Resilient Modulus of Ontario Subgrade Soils. Ministry of Transportation   of Ontario, 2014 Highway Infrastructure Innovation Funding Program   (HIIFP2014).

 

E. 专利

78. 韩仲, 邹维列, 樊科伟, 应镇谦, 徐永福. 膨胀土中刚性挡墙上最大侧向压力计算方法 (实审,   202110960021.8)

79. 邹维列, 韩仲, 张攀, 樊科伟, 徐永福. 一种膨胀土侧向土压力测试方法 (实审,   202210231328.9)

80. 韩仲, 邹维列, 樊科伟, 应镇谦, 徐永福. 膨胀土中设置EPS缓冲层的刚性支挡结构上侧向土压力的计算方法 (实审, 202210021011.2)

81. 邹维列, 韩仲. 一种简便的膨胀力测量装置 (授权CN206725561U)

 

F. 教材与标准

82. 参编教材:《土工合成材料》

83. 参编标准:《非饱和土试验方法标准》

84. 参编规程:《公路膨胀土边坡玻璃钢螺旋锚加固技术规程》

 

承担的主要科研项目

1. 2020-2023,国家重点研发计划课题:膨胀土滑坡和工程边坡实时监测方法和早期预警技术(2019YFC1509802)(主持子课题);

2. 2020-2023,国家重点研发计划课题:膨胀土滑坡和工程边坡防治工程新型材料与新型技术(2019YFC1509803)(研究骨干);

3. 2019-2021,国家自然科学基金青年基金项目: 非饱和路基冻土的土水特征及温湿动态响应(主持);

4. 2022-2023,湖北省自然科学基金面上项目:长期环境荷载作用下路基土的动、静力学特性及劣化机理(主持);

5. 2021-2022,石家庄铁道大学省部共建交通工程结构力学行为与系统安全国家重点实验室开放课题重点项目:复杂环境下压实路基土的水力和力学特性及其劣化机理(主持);

6. 2019-2020,中央高校自主科研经费:长期环境荷载下水泥改性路基膨胀土动力特性的演化(主持);

7. 2020-2023,国家自然科学基金面上项目: 膨胀土-EPS缓冲层-挡墙体系的工作性能及挡墙侧向膨胀力的分析计算方法(研究骨干);

8. 2017, National Research   Council Canada (加拿大国家研究委员会NRC, Climate-Resilient Core Public   Infrastructure: Roads Project: Influence of Climate Factors on the Long Term   Performance of Pavements (主持);

9. 2016-2018 Ministry of Transportation of   Ontario (加拿大安大略省交通部),   Highway Infrastructure Innovation Funding Program Project: Simple approaches   for predicting resilient modulus of Ontario pavement materials considering   the influence of temperature and moisture changes(合作主持);

10. 2014-2016 Ministry of Transportation of   Ontario(加拿大安大略省交通部),   Highway Infrastructure Innovation Funding Program Project: Characterization   of the mechanistic-empirical pavement design guide input parameters for the   resilient modulus of Ontario subgrade soils(合作主持);

11. 2012-2016Natural Sciences and Engineering Research Council (加拿大自然科学与工程基金会NSERC Project: Design of pavements   using the mechanics of unsaturated soils(合作主持)。

2022 武汉大学青年教师教学竞赛土建学院第1名,工学部第3

2017  Canadian Geotechnical Society   Award

 加拿大岩土工程学会优秀奖

 2017    Nominated for ASCE Thomas A.   Middlebrooks Award

 美国土木工程学会Middlebrooks   Award提名奖

 2014  Canadian Society for   Civil Engineering (CSCE) Excellence Award

 加拿大土木工程学会优秀奖

 2014  Faculty of Engineering,   University of Ottawa, Excellence Student

 渥太华大学工学院优秀学生奖