主要论文及著作（数据至2022年10月） A.期刊论文: 47篇 B.学术会议邀请报告: 6篇 C.会议论文: 19 篇 D.学位论文与研究报告: 4篇 E.专利：4篇 F.教材与标准：3篇 合计: 84篇 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, 等. (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*, 等. (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bob电竞院报, 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, 韩仲等. 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》 |
