倪雪倩

个人简介

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。

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，长期担任Engineering Geology、Canadian Geotechnical Journal、Soil Dynamics and Earthquake Engineering Journal、Scientific Reports等国际期刊审稿人。

主持国家自然科学基金1项、湖南省自然科学基金1项、教育部重点实验室开放基金项目1项，发表SCI/EI论文20余篇，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、Soil Dynamics and Earthquake Engineering等国际权威期刊。

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2项（国家级1项，省级1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！

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，在研，主持

代表性论文 ( 斜体 为指导学生)

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

[2]    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.

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

[4]    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.

[5]    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. 

[6]    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.

[7]    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.

[8]   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.

[9]    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.

[10]    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. 

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

[12] 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.

[13] 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.

[14] 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.

[15] 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.

[16]   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.

[17]   张召,倪雪倩^* (通讯)，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.

[18]   叶斌,宋思聪,倪雪倩^* (通讯). 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.

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