[1] 201710-202109 法国国立路桥大学 博士研究生

[2] 201409-201706 中南大学 硕士研究生

[3] 201009-201406 南昌大学 大学本科

土坝混凝土防渗墙前后变形开裂机制及处置措施研究

干湿循环下堤坝红土非饱和水力特性多尺度研究

两种骨架结构混合土非饱和动力特性演化及微观机制研究

多骨架结构混合土非饱和水力特性多尺度劣化及致灾机制研究

交通荷载-干湿循环耦合作用下两种骨架结构红黏土-砂砾混合物动力特性演化

干湿循环下铁路路基粗-细粒混合料水力-力学特性演化及模型预测

论文和专著：

1.         Su, Y., Cui, Y. J., Dupla, J. C., & Canou, J. (2022). Soil-water retention behaviour of fine/coarse soil mixture with varying coarse grain contents and fine soil dry densities. Canadian Geotechnical Journal, 59(2), 291-299.  

2.         Su, Y., Cui, Y. J., Dupla, J. C., & Canou, J. (2022). Effect of water content on permanent deformation of fine/coarse soil mixtures with varying coarse grain contents and subjected to multi-stage cyclic loading. Acta Geotechnica, 17(8), 3259-3268. 

3.         Su, Y., Cui, Y. J., Dupla, J. C., & Canou, J. (2022). Modeling the suction-and deviator stress-dependent resilient modulus of unsaturated fine/coarse soil mixture by considering soil–water retention curve. Acta Geotechnica, 17(9), 3747-3763.

4.         Su, Y., & Cui, Y. J. (2022). Modelling the suction-dependent plastic shakedown limit of unsaturated fine/coarse soil mixture with consideration of soil-water retention curve. Transportation Geotechnics, 32, 100698.

5.         Su, Y., Cui, Y. J., Dupla, J. C., Canou, J., & Duan, S. Q. (2023). Modelling the permanent strain of fine/coarse soil mixture with consideration of the effects of coarse grain content and suction by incorporating soil–water retention curve. Bulletin of Engineering Geology and the Environment, 82(8), 288.

6.         Su, Y., Zhang, Y., Duan, J. Y., Gao, J. L., Wang, Z. Z., Liu, D., Han, B.,& Zhu, W. Z. (2024). Investigation on the resilient modulus of soil mixture at various water contents and coarse grain contents under train moving loads. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering). ( In Press)

7.         Duan, J., Wu, J., Su, Y.*, Lin, Y., Li, Y., & Lu, L. (2024). Shear behaviors of expansive soils over a wide confining pressures range and their impacts on strength parameters. Transportation Geotechnics, 48, 101328.                                    

8.         Duan, J., Liang, S., Su, Y.*, Lin, Y., Liu, W., Wang, G., & Lu, L. (2025). Experimental investigation of the heave behaviors of ballastless railways on expansive soil foundations. Transportation Geotechnics, 101544.                                       

9.         Su, Y., Zeng, P., Yao, W., Gao, J., Zhou, C., Duan, J., ... & Li, Y. (2025). Investigating the dynamic characteristics of crack formation of Jiangxi lateritic soil subjected to drying-wetting cycles. Journal of Safety and Sustainability.

10.      Liu, W., Sun, J.,Gui, B., ... & Su, Y.*, Duan, J. (2025) Experimental study on splash erosion resistance of granite residual soil improved by microbially induced carbonate precipitation. SOIL & TILLAGE RESEARCH. 

1.         发明专利：粟雨,周王莹,高江林,等.干湿循环下土体持水性,胀缩性和裂缝性综合试验方   法:202411247751[P]

2.         发明专利：段君义,粟雨,杨果林,等.一种高铁路基下膨胀土地基加固构造及施工方法:202210449106[P]. 

3.         发明专利：聂如松,冷伍明,粟雨,等.高速铁路无砟轨道路基翻浆冒泥试验系统及其试验方法:CN201611257462.7[P].CN106771076A. 

4.         实用新型：聂如松,冷伍明,粟雨,等.高速铁路无砟轨道路基翻浆冒泥试验系统及其试验方法:CN201611257462.7[P].CN106771076A.