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岩土工程

粟雨1.jpg粟雨

 性别            导师类型:硕导

职称副教授    学科方向:岩土工程

学历博士       电子邮件:yusu@ncu.edu.cn

个人简介:讲师,法国国立路桥大学博士,硕士导师,中共党员。主持国家自然科学青年基金、江西省自然科学青年基金、中国博士后基金面上项目、南昌大学青年人才培育项目各 1 项,参与国家重点项目、973 项目等科研项目。荣获法国土力学与岩土工程协会优秀博士论文提名奖(Boussinesq Award,2023 ), 2022 年南昌大学徐伟标奖教金。主要从事复杂条件下岩土体宏细观水力特性演化机制与本构模型研究,应用于铁路路基服役性能评估与灾害防治,和防渗墙加固土坝变形开裂处置。目前发表 SCI EI 论文近二十篇,担任国际权威 SCI 期刊《Acta Geotechnica》、《Transportation Geotechnics》等期刊审稿人。

讲授课程:《高等土力学》《非饱和土力学》

科研项目/课题

1. 主持国家自然科学基金青年项目 1

国家自然科学基金青年项目,52208347,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,2023/01-2025/1230 万,主持。

2. 主持江西省自然科学基金青年项目 1

江西省自然科学基金青年项目,20224BAB214063,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,2023/01-2025/1210 万,主持。

3. 主持中国博士后科学基金面上项目

中国博士后科学基金第 73 批面上资助,2023M731436,两种骨架结构混合土非饱和动力特性演化及微观机制研究,8 万,2023/01-2024/12主持

4. 主持南昌大学青年人才培育创新基金项目

南昌大学青年人才培育创新基金项目,复杂粒组构成非饱和混合土静动力学特性及微观机理   研究,20 万,2024/01-2026/12主持

5. 主持国家留学基金委项目 1

路基粗-细粒混合料水力-力学特性与本构关系,2017063702232017.10-2021.09, 国家留学基金委, 主持

论文专著

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. 岩土工程全球三大顶刊,中科院二区,IF=4.167

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. (中科院一区,IF=5.856

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 soilwater retention curve. Acta Geotechnica, 17(9), 3747-3763. 中科院一区,IF=5.856

4. Su, Y., Cui, Y. J., Dupla, J. C., & Canou, J. (2020). Investigation of the effect of water content on the mechanical behavior of track-bed materials under various coarse grain contents. Construction and Building Materials, 263, 120206. (中科院一区,IF=7.693

5. 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. (中科院二区,IF=4.938

6. Su, Y., Cui, Y. J., Dupla, J. C., & Canou, J. (2021). Effect of water content on resilient modulus and damping ratio of fine/coarse soil mixtures with varying coarse grain contents. Transportation Geotechnics, 26, 100452. (中科院二区,IF=4.938

7. Su, Y., Cui, Y. J., Dupla, J. C., Canou, J., & Qi, S. (2020). A fatigue model for track-bed materials with consideration of the effect of coarse grain content. Transportation Geotechnics, 23, 100353. (中科院二区,IF=4.938

8. Su, Y., Cui, Y. J., Dupla, J. C., Canou, J., & Qi, S. (2021). Developing a Sample Preparation Approach to Study the Mechanical Behavior of Unsaturated Fine/Coarse Soil Mixture. Geotechnical Testing Journal, 44(4). (中科院四区,IF=1.820

9. 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. (中科院三区,IF=4.130

10. Su, Y.; Han, B.; Duan, J.; Zhao, F. Combined Influences of Water Content and Coarse Grain

Content on Shear Strength of Unsaturated Soil Mixture. Materials 2023, 16, 6657. https://doi.org/ 10.3390/ma16206657. (中科院三区,IF=3.8