教育背景：
2019.09 – 2023.12   博士   武汉大学，岩土工程
2016.09 – 2019.06   硕士   河南理工大学，岩土工程
2011.09 – 2015.06   本科   中北大学，土木工程
 
毕业论文：土工合成材料包裹碎石桩复合地基的抗剪机制及动力响应特性

毕业去向：河南理工大学

学术论文：

(1) Zhang, J., Ji, M.*, Jia, Y., Miao, C., Wang, C., Zhao, Z., and Zheng, Y. (2021). Anisotropic shear strength behavior of soil–geogrid interfaces. Applied Science, Advances in Geosynthetics, 11(23), 11387. https://doi.org/10.3390/app112311387

(2)  Zhang, J., Guo, W., Ji, M., Zhao, J., Xu, C., and Zheng, Y.* (2022). Field monitoring of vertical stress distribution in GRS-IBS with full-height rigid facings. Geosynthetics International, 29(6), 610-621. https://doi.org/10.1680/jgein.21.00063

(3)  王嘉鑫, 纪明昌, 郑俊杰, 郑烨炜 (2022). 软土地基中包裹碎石桩地震动力响应数值模拟研究. 土木与环境工程学报 (中英文). 

(4)  Zheng, Y.*, Wang, J., and Ji, M. (2023). Numerical study of the dynamic response of stone column and geosynthetic encased stone column in soft clay, GeoCongress 2023, LA, CA, USA, 447-455.

(5)  Ji, M., Wang, J., Zheng, J., and Zheng, Y.* (2023). Contribution of geosynthetic to the shear strength of geosynthetic encased stone columns. Geosynthetics International. https://doi.org/10.1680/jgein.22.00384

(6) Ji, M., Wang, J., and Zheng, Y.* (2023). “Numerical study of shear behavior of a geosynthetic encased stone column under direct shear loading.” 12th International Conference on Geosynthetics, Rome, Italy, 1085-1090. 

(7) Ji, M., Zhao, Y., Li, F., and Zheng, Y.* (2024). Shaking table tests on the shear reinforcement effect of geosynthetic encasement on the GESC composite foundation. Geotextiles and Geomembranes, 52(2), 209-220. https://doi.org/10.1016/j.geotexmem.2023.10.005

(8) Ji, M., Li, F., and Zheng, Y.* (2024). “Influence of geosynthetic encasement stiffness on the deformation behavior of geosynthetic encased stone column composite foundation under dynamic loading.” International Conference on Transportation Geotechnics 2024, Sydney, Australia. (Accepted)

(9) Ji, M., Wang, J., Zhao, Y., Deng, J., and Zheng, Y.* (2024). Numerical simulation of load transfer mechanism of geosynthetic encased stone column unit cell under embankment loading. International Journal of Geomechanics, 24(8).  https://doi.org/10.1061/IJGNAI.GMENG-9393

(10) Ji, M.*, Zhou, H., Zheng, Y. (2025). “Numerical study of the deformation response of conventional stone column and geosynthetic encased stone column in liquefiable sands.” 2025 GeoAsia8, Brisbane, Australia. (Accepted)

(11) Zheng, Y., Cengiz, C., Qiu, Z., Zhou, H., and Ji, M.* (2025). Numerical investigation of shear reinforcement effect of geosynthetic encased stone column in liquefiable sands. Geosynthetics International. (Accepted)

(12) Ji, M., Li, F., Qiu, Z., Zhou, H., and Zheng, Y.* (2025). Shear reinforcement effect of geosynthetic encasement on liquefaction mitigation of stone column supported embankments. Soil Dynamics and Earthquake Engineering. (In review)

发明专利：
(1)  郑烨炜, 纪明昌, 汪美慧, 郭文灏. 一种软土地区加筋碎石桩支撑EPS轻型路堤结构及其施工方法, ZL202110116353.8

学术报告：

(1) 直剪作用下加筋碎石桩筋材抗剪强度贡献数值模拟研究, 第八届全国土工合成材料加筋土学术研讨会, 2023年5月7日, 山东青岛.

(2) 可液化场地包裹碎石桩复合地基路堤地震动力响应, 第十四届全国土力学及岩土工程学术大会, 2023年10月29日, 湖北武汉 (研究生优秀报告奖).

(3) 筋材刚度对包裹碎石桩复合地基抗剪效果影响的振动台试验研究, 第十一届全国土动力学学术会议, 2023年12月9日, 浙江杭州 (研究生报告最佳表达奖).

Email: mingchangji@whu.edu.cn