教育经历
2013年9月-2017年6月，河西学院，土木工程学院，学士
2017年9月-2020年6月，兰州理工大学，土木工程学院，硕士
2020年9月-2023年12月，兰州理工大学，土木工程学院，博士
工作经历
2024年3月-至今，宁夏大学，土木与水利工程学院，讲师
研究方向
特殊土力学及工程特性，土本构模型，分数阶理论模型
科研项目
甘肃省优秀研究生“创新之星”项目，非饱和盐渍黏土力学性能研究，2022年5月-2023年5月，结题，主持；
国家自然科学基金，甘肃河西地区硫酸盐渍土中热质迁移及其盐胀发育规律研究，2020年1月-2023年12月，结题，参与；
甘肃省基础研究创新群体，河西地区盐渍土工程特性及其与环境互馈效应研究，2020年11月-2023年11月，结题，参与；
学术论文
1.周凤玺,王立业,赖远明.饱和盐渍土的一维蠕变试验与模型研究[J].岩土工程学报,2020,42(1):142-149.
2.王立业,周凤玺,秦虎.饱和盐渍土分数阶蠕变模型及试验研究[J].岩土力学,2020,41(02):543-551.
3.周凤玺,王立业,赖远明.饱和盐渍土渗透吸力的回顾及研究[J].岩土工程学报,2020,42(7):1199-1210.
4.周凤玺,周立增,王立业,李双洋.温度梯度作用下非饱和盐渍土水盐迁移及变形特性研究[J].岩石力学与工程学报,2020, 39(10): 2115-2130.
5.周凤玺,王立业,万旭升,梁玉旺,叶伟林.饱和盐渍黏土弹塑性行为的试验及理论研究[J].岩石力学与工程学报,2023,42(12):3095-3108.
6.王立业,周凤玺,周立增,梁玉旺.非饱和盐渍黏土物理化学作用的应力依赖特性[J].岩土工程学报,2024,46(4):1-9.
7.周凤玺,冉跃,万旭升,王立业.盐渍土在蒸发过程中的水盐相变行为研究[J].岩土工程学报,2024,1-10.http://kns.cnki.net/kcms/detail/32.1124.TU.20230829.1428.004.html.
8.Wang L Y, Zhou F X. Analysis of elastic-viscoplastic creep model based on variable-order differential operator[J]. Applied Mathematical Modelling, 2020, 81(5): 37-49.
9.Zhou F X,Wang L Y. An efficient unsplit perfectly matched layer for finite-element time-domain modeling of elastodynamics in cylindrical coordinates[J]. Pure and Applied Geophysics, 2020,177(9): 4345-4363.
10.Zhou F X,Wang L Y, Liu H B. A fractional elasto-viscoplastic model for describing creep behavior of soft soil[J]. Acta Geotechnica, 2021, 16(1): 67-76.
11.Wang L Y, Zhou F X. Fractional derivative in the elastic- viscoplastic stress-strain state model describing anisotropic creep of soft clays[J]. Mechanics of Time-Dependent Materials, 2022,26(1): 133-147.
12.Zhou F X,Wang L Y, Liu Z Y, Zhao W C. A viscoelastic-viscoplastic mechanical model of time-dependent materials based on variable-order fractional derivative[J]. Mechanics of Time-Dependent Materials, 2022,26(3), 699-717.
13.Wang L Y, Zhou F X, Cao X L, Ma Q，Liu H B. Unified fractional rheological mechanical model for rock considering the effects of hydrous conditions and freeze-thaw cycles[J]. Bulletin of Engineering Geology and the Environment, 2022, 81(10): 448.
14.Wang L Y, Zhou F X, Cao X L, Liang Y W, Ye W L. A closed-form equation for effective stress of unsaturated saline clay considering capillary and osmosis effects[J].International Journal of Geomechanics, 2024.DOI: 10.1061 /IJGNAI.GMENG-9363.
15.Liu H B, Zhou F X,Wang L Y, Zhang R L. Propagation of Rayleigh waves in unsaturated porothermoelastic media[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2020, 44(12): 1656-1675.
16.Mu Z L, Zhou F X,Wang L Y. Study on diffusion mechanism of viscosity time-varying slurry in unsaturated soil based on displacement effect[J]. European Journal of Environmental and Civil Engineering, 2023: 1-21.DOI: 10.1080/19648189.2023.2263058.
17.Liu Z Y, Song Y, Zhou F X,Wang L Y. Analytical solution for one-dimensional consolidation of unsaturated soils under dynamic load[J]. Journal of Theoretical and Applied Mechanics, 2023, 61(1):11-22.
18.Liang Y W, Zhou F X, Cao X L,Wang L Y, Liu H B, Zhu S W. Scattering of plane SH waves by a circular tunnel in nonlocal fractional-order viscoelastic half-space[J]. Soil Dynamics and Earthquake Engineering, 2023, 170: 107934.
19.Liu Z Y, Song Y, Zhou F X,Wang L Y. Study on Strength Characteristics and Constitutive Model of Frozen Sulfate Saline Silty Clay under High Confining Pressure[J]. Jordan Journal of Civil Engineering, 2024, 18(1).
20.Liu H B, Dai G L, Zhou F X, Cao X L,Wang L Y. Effect of flow-independent viscosity on the propagation behavior of Rayleigh wave in partially saturated soil based on the fractional standard linear solid model[J]. Computers and Geotechnics, 2022, 147: 104763.
21.Liu H B, Dai G L, Zhou F X, Chen X S,Wang L Y. Kinematic response of pipe pile embedded in fractional-order viscoelastic unsaturated soil subjected to vertically propagating seismic SH-waves[J]. Acta Geotechnica, 2023, 18(12): 6803-6830.
专利软著
1.一种岩土三轴试验中橡皮筋的安装工具，（授权公告号：CN 110006732 B）
2.一种在富水黄土隧道开挖过程中快速排水固结的方法，（CN 112065502A）
3.一种减弱振动对精密设备影响隔振系统及确定方法，（授权公告号：CN113565920 B）
4.一种实现水热力耦合作用的盐冻胀测试仪（申请号：CN201910274651.2）
5.一种边坡加固杆件及其使用方法（申请号：CN201810755178.5）
6.基于有效应力的非饱和盐渍黏土化学-力学-水力耦合行为模拟软件V1.0（登记号：2023SR1568132）
