��������
2013��9��-2017��6�£�����ѧԺ����ľ����ѧԺ��ѧʿ
2017��9��-2020��6�£�����������ѧ����ľ����ѧԺ��˶ʿ
2020��9��-2023��12�£�����������ѧ����ľ����ѧԺ����ʿ
��������
2024��3��-���񣬳�������
����������
����ʦ
�����
��������ѧ���������ԣ�������ģ�ͣ�����������ģ��
������Ŀ
����ʡ�����о���������֮�ǡ���Ŀ���DZ������������ѧ�����о���2022��5��-2023��5�£����⣬���֣�
������Ȼ��ѧ���𣬸��������������������������Ǩ�Ƽ������ͷ��������о���2020��1��-2023��12�£����⣬���룻
����ʡ�����о�����Ⱥ�壬���������������������Լ����뻷������ЧӦ�о���2020��11��-2023��11�£����⣬���룻
ѧ������
1.�ܷ���,����ҵ,��Զ��.������������һά���������ģ���о�[J].��������ѧ��,2020,42(1):142-149.
2.����ҵ,�ܷ���,�ػ�.�������������������ģ�ͼ������о�[J].������ѧ,2020,41(02):543-551.
3.�ܷ���,����ҵ,��Զ��.������������͸�����Ļع˼��о�[J].��������ѧ��,2020,42(7):1199-1210.
4.�ܷ���,������,����ҵ,��˫��.�¶��ݶ������·DZ���������ˮ��Ǩ�Ƽ����������о�[J].��ʯ��ѧ�빤��ѧ��,2020, 39(10): 2115-2130.
5.�ܷ���,����ҵ,������,������,Ҷΰ��.�������������������Ϊ�����鼰�����о�[J].��ʯ��ѧ�빤��ѧ��,2023,42(12):3095-3108.
6.����ҵ,�ܷ���,������,������.�DZ����������������ѧ���õ�Ӧ����������[J].��������ѧ��,2024,46(4):1-9.
7.�ܷ���,ȽԾ,������,����ҵ.�����������������е�ˮ�������Ϊ�о�[J].��������ѧ��,2024,1-10.//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.
ר������
1.һ������������������Ƥ��İ�װ���ߣ�����Ȩ����ţ�CN 110006732 B��
2.һ���ڸ�ˮ�����������ڹ����п�����ˮ�̽�ķ�������CN 112065502A��
3.һ�ּ����񶯶Ծ����豸Ӱ�����ϵͳ��ȷ������������Ȩ����ţ�CN113565920 B��
4.һ��ʵ��ˮ����������õ��ζ��Ͳ����ǣ�����ţ�CN201910274651.2��
5.һ�ֱ��¼ӹ̸˼�����ʹ�÷���������ţ�CN201810755178.5��
6.������ЧӦ���ķDZ������������ѧ-��ѧ-ˮ�������Ϊģ������V1.0���ǼǺţ�2023SR1568132��
