倪雪倩，女，福建人。博士毕业于同济大学，在读期间前往日本名古屋工业大学进行博士联合培养一年（CSC资助），现为中南大学土木工程学院讲师，硕士生导师，入选中南大学首届“升华学者”计划，首届“詹天佑讲座”青年特邀报告人。

主持国家自然科学基金、湖南省自然科学基金等科研项目7项，参与国家重点研发计划、国家自然科学基金面上项目、联合基金项目6项；发表SCI/EI论文近30篇，相关成果发表于 Journal of Geotechnical and Geoenvironmental Engineering（ASCE）、Engineering Geology、Computers and Geotechnics、Journal of Rock Mechanics and Geotechnical Engineering等国际权威期刊。长期担任Engineering Geology、Canadian Geotechnical Journal等国际期刊审稿人。

主要研究方向为地震岩土工程，包括：（1）土体液化/反复液化灾害机理与防治；（2）岩土动力本构模型研究；（3）离散元数值计算分析；（4）冻土地震工程；（5）软土动力学特性研究。

博士期间曾与国外导师共同改造动三轴仪器设备，对动三轴原理、操作、改造有自己的想法，欢迎有意向的同学一起交流。

目前指导本科生获得大学生创新创业项目3项（国家级1项，省级2项）。

热忱欢迎有志青年学子报考研究生，在勤奋、团结、温馨的大团队氛围中，共同进步，更上一层楼！

荣誉与奖励

中南大学首届“升华学者”

首届“詹天佑讲座”青年特邀报告（荣誉讲座）

2023年度中南大学优秀先进个人

中南大学第12届教学竞赛“三十佳”获得者

土木工程学院第九届教学竞赛第一名

中南大学“迎三八 展风采”作品大赛三等奖

2023-2024本科生教学优秀质量奖

2021-2022年度校级优秀班导师

学术兼职

《Journal of Testing and Evaluation》期刊编委

 湖南省地质灾害防治学会理事

 中国岩石力学与工程学会会员

科研项目

[1] 国家自然科学基金项目，2023.01-2025.12，在研，主持

[2] 湖南省自然科学基金项目，2023.01-2025.12，在研，主持

[3] 岩土及地下工程教育部重点实验室开放基金项目，2021.10-2023.10，结题，主持

[4] 国家重点研发计划项目，2023.04-2026.03，在研，参与

代表性论文 (    为指导学生，*为通讯作者)

[1] Zhang Sheng, Fu Hongjian, Ni Xueqian*, Chen Xiaofeng, Zhang Zhao. Influence of pre-seismic history on liquefaction resistance of seasonal frozen sand. Construction and Building Materials, 2024; 433 (28): 136638.

[2] Ni Xueqian, Ma Junnan, Zhang Feng. Mechanism of the variation in axial strain of sand subjected to undrained cyclic triaxial loading explained by DEM with non-spherical particles. Computers and Geotechnics, 2024; 165: 105846.

[3] Zhang Zhao, Ni Xueqian*, Wang Hao, He Yong. Homogenization of granular bentonite materials upon saturation: an analysis based on pore structure evolutions. Environmental Earth Sciences, 2024, 83(1): 16.

[4] Fu Hongjian, Ni Xueqian*, Zhang Sheng. Influence of pre-seismic history on the cyclic response of seasonal frozen silty sand. IOP Conference Series: Earth and Environmental Science, 2024, 1334: 012036. 

[5] Zhong Yeming, Ni Xueqian*, Zhang Sheng. Influence of clay content on repeated liquefaction resistance of sand using element test. IOP Conference Series: Earth and Environmental Science, 2024, 1334(1):012048.

[6]  Zhang Sheng, Zhao Qingsong, Ni Xueqian*. Strain-history dependent macro behavior/microscopic fabrics of re-liquefiable sand verified by 3D DEM. Powder Technology, 2023; 118667.

[7]  Ni Xueqian, Cao Yupeng, Zhang Feng, Zhang Zhao. Evaluation of structural formation of granular materials using anisotropy of magnetic susceptibility. Marine Georesources and Geotechnology, 2023; 41(5): 566-575.

[8]  Zhang Sheng, Zhao Qingsong, Ni Xueqian*. Numerical explanation of microscopic/macroscopic behavior of reliquefied sand using 3D DEM with non-spherical particles. Powder Technology 2023; 417: 118274.

[9]  Ni Xueqian, Ma Junnan, Sakaguchi Hide, Zhang Feng. Fabric characteristics of in situ sand with/without liquefaction verified by anisotropy of magnetic susceptibility. Journal of Rock Mechanics and Geotechnical Engineering 2023; 15(5): 1274-1283.

[10] Ni Xueqian, Zhang Zhao, Ye Bin, Zhang Sheng. Unique relation between pore water pressure generated at the first loading cycle and liquefaction resistance. Engineering Geology 2022; 296: 106476. 

[11] Ni Xueqian, Zhang Zhao, Ye Bin, Zhang Sheng. Influence of anisotropy on liquefaction reliquefaction resistance of granular materials and its quantitative evalution. Soil Dynamics and Earthquake Engineering 2022; 161: 107415.

[12] Ni Xueqian, Ye Bin, Zhang Zhao, Zhang Sheng, Zhang Feng. An investigation of the influence of reconsolidation properties on the reliquefaction resistance of sand by element tests. Journal of Geotechnical and Geoenvironmental Engineering 2022; 148(3): 04021191.

[13] Ni Xueqian, Ye Bin, Zhang Feng, Feng Xiaoqing. 2021. Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation. Journal of Geotechnical and Geoenvironmental Engineering, 147(2): 04020161.

[14] Ni Xueqian, Ye Bin, Cheng Zirui, Ye Guanlin. 2020. Evaluation of the effects of initial deviatoric stress and cyclic stress amplitude on liquefaction potential of loose and medium-dense sands-an energy-based method. Soil Dynamics and Earthquake Engineering, 136: 106236.

[11] Ni Xueqian, Ye Bin, Ye Guanlin, Zhang Feng. 2020. Unique determination of cyclic instability state in flow liquefaction of sand. Marine Georesources and Geotechnology, 39(8): 1-9. 

[15] Ye Bin, Ni Xueqian, Huang Yu, Zhang Feng. 2018. Unified modeling of soil behaviors before/after flow liquefaction. Computers and Geotechnics, 102: 125-135. 

[16] Ye Bin, Ni Xueqian, Ye Guanlin, Huang Yu, Lu Ping. 2019. Prediction of the initial point of the last cycle in undrained cyclic triaxial tests on flow liquefaction. Soil Dynamics and Earthquake Engineering, 120: 12-22.

[17] Iwai Hiromasa, Ni Xueqian,Ye Bin, Nishimura Nozomi, Zhang Feng. 2020. A new evaluation index for reliquefaction resistance of Toyoura sand. Soil Dynamics and Earthquake Engineering, 136: 106206.

[18] Ni Xueqian，Ye Bin, Huang Yu, Zhang Feng. 2018. Solid-fluid transition modeling of flow liquefaction considering instabilisy state of soil. Proceedings of the International Conference on Computational Methods, Rome, Italy.

[19] Ye Bin, Ni Xueqian, Zhang Yadong, Ye Weimin. 2018. Supercritical CO2 permeabilisty in rock: an experiment study. Proceedings of the GeoShanghai 2018 International Conference, Shanghai, pp280-288.

[20] 倪雪倩,叶斌. 砂土液化后液-固相变机理的单元试验与模拟. 同济大学学报(自然科学版). 2023, 51(1): 16-22.

[21] 张召, 倪雪倩^*，张升. 考虑多尺度孔隙耦合效应的非饱和膨胀土本构模型. 同济大学学报(自然科学版). 2023, 51(1): 23-30.

[22] 叶斌,宋思聪,倪雪倩^*. 制样方法对砂土液化力学性质影响的离散元模拟. 同济大学学报(自然科学版). 2022, 50(7): 998-1008.

联系方式

[1] 中南大学铁道校区第二综合楼720办公室

[2] nixueqian@csu.edu.cn