| 代表性论文

近年来发表的代表性学术论文如下：

*  Yang Y, Jia MC*. (2025). Liquefaction mechanisms of sand deposits with silt interlayer. Granular Matter, 27(2):30. SCI

* Yang S, Jia MC*. (2024). ALEM-FEM-BEM coupling for response analysis of pile group in laminated fluid-saturated geomaterials induced by tunnel excavation. Construction and Building Materials, 442:137602. SCI

* Yang Y, Jia MC*. (2024). Improvement of microstructure of granular soil in the densification process caused by impact loading. Powder Technology, 440:119772. SCI

* Jia MC, Yang S. (2024). 3D elastodynamic analysis of transversely isotropic laminated water-saturated subsoils under harmonically moving loads. Mechanics of Advanced Materials and Structures, 31(29): 12216-12228. SCI

* Yang S, Jia MC*. (2024). 3D analytical modeling of moving-loading induced pile-group behavior in stratified cross-anisotropic poroelastic water-saturated soils based on two stage theory. International Journal for Numerical and Analytical Methods in Geomechanics, 48(6): 1700-1719. SCI

* Yang S, Jia MC*. (2024). A two-stage based model for partially-buried pile group response in cross-anisotropic saturated media adjacent to moving harmonic loads. Construction and Building Materials, 411: 134695. SCI

* Yang S, Jia MC*. (2023). Numerical analysis for isolation of vibrations by pile rows in transversely isotropic saturated media due to moving loads. Mechanics of Advanced Materials and Structures, 31(21): 5359-5376. SCI

* Yang S, Jia MC*. (2023). Time-dependent transient response of piles partially embedded in layered viscoelastic saturated cross-anisotropic soils using a fractional-order Merchant model. Applied Ocean Research, 141: 103803. SCI

* Yang S, Jia MC*. (2023). A 3D coupled ALEM-BEM method for assessing pile mitigation performance to moving-harmonic-load induced vibrations in cross-anisotropic porous saturated media. Computers and Geotechnics, 163: 105725. SCI

* Yang S, Jia MC*. (2023). Lateral response of a pile group embedded in the transversely isotropic saturated soil due to surcharge loads. Engineering Analysis with Boundary Elements, 155: 1082-1095. SCI

* Yang S, Jia MC*. (2023). Horizontal dynamic behavior of partially embedded pile groups in layer cross-anisotropic poroelastic saturated soils under lateral cyclic and axial coupling loadings. Ocean Engineering, 281: 114803. SCI

* Yang S, Jia MC*. (2024). Vibration isolation of row of piles due to moving harmonic loads embedded in the layered isotropic saturated medium. International Journal for Numerical and Analytical Methods in Geomechanics, 47(10): 1802-1829. SCI

* Yang S, Jia MC*. (2023). Analytical layer-element solution for layered transversely isotropic saturated media subjected to rectangular moving loads. Soil Dynamics and Earthquake Engineering, 171: 107877. SCI

* Zhang Y, Jia MC*, Xie ZW. (2023). Effect of stress rotation angles on dynamic responses of soft clay under multi-directional loading. Soil Dynamics and Earthquake Engineering, 165: 107711. SCI

* Jia MC*, Yan Q, Zhu WK. (2023). Case Study: Influence of Artificial Mountain Construction with Isolation Piles on Underpass Tunnels. International Journal of Civil Engineering, 21(1): 193-203. SCI

* Zhang Y, Jiang MJ, Jia MC*, Xie ZW. (2022). Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths. International Journal of Geomechanics, 22(10): 04022167. SCI

* Jia MC*, Luo WS, Zhou YH, Zhao S, Zhang Z. (2021). A Model of Undrained Stress-Strain Curves Considering Stress Path and Strain Softening. International Journal of Geomechanics, 21(11): 04021213. SCI

* Jia MC*, Yang Y. (2021). Densification mechanism of granular soil under dynamic compaction of proceeding impacts. Granular Matter, 23(3):72. SCI

* Jia MC*, Yang Y, Ai ZY. (2021). Time history response of an elastic thin plate on a transversely isotropic multilayered medium due to vertical loadings. Computers and Geotechnics, 134: 104058. SCI

* Jia MC*, Zhu WK, Xu C. (2021). Performance of a 33m high geogrid reinforced soil embankment without concrete panel. Geotextiles and Geomembranes, 49(1): 122-129. SCI

* Jia MC*,Cheng JX, Liu B, Ma GQ. (2021). Model tests of the influence of ground water level on dynamic compaction. Bulletin of Engineering geology and the Environment, 80(4): 3065-3078. SCI

* Jia MC, Liu B*, Xue JF, Ma GQ. (2021). Model tests of the influence of ground water level on dynamic compaction. Acta Geotechnica, 16(3): 731-747. SCI

* Yang XH, Jia MC*, Ye JZ. (2020). Method for estimating wall deflection of narrow excavations in clay. Computers and Geotechnics, 117: 103224. SCI

* Jia MC*, Zhao T, Xie XL, Chen XL, Zhou J. (2020). A novel experimental system for studying the sand liquefaction characteristics from macroscopic and microscopic points of view. Bulletin of Engineering geology and the Environment, 79(4): 2131-2139. SCI

* Yu SC, Jia MC*, Zhou J. (2019). Micro-Mechanism of Spherical Gypsum Particle Breakage under Ball-Plane Contact Condition. APPLIED SCIENCES-BASEL, 9(22): 4795. SCI

* JiaMC*,Yang Y, Liu B, Wu SH. (2018). PFC/FLAC coupled simulation of dynamic compaction in granular soils. Granular Matter, 20(4):76. SCI

* 贾敏才*, 郑一鸣, 黄金. (2025). 西藏普兰地区冰碛土力学特性试验研究. 西南交通大学学报,  https://link.cnki.net/urlid/51.1277.U.20241204.1752.009. EI

* 张艳, 贾敏才,蒋明镜, 谢志伟. (2024). 风机荷载作用下频率比对砂土动力响应的影响. 同济大学学报(自然科学版), 52(5): 738-748. EI

* 杨帅, 贾敏才*. (2024). 移动荷载作用下层状横观各向同性饱和土中排桩的隔振效应. 岩土工程学报, 46(6): 1263-1269. EI

* 贾敏才*, 赵瞬, 张震. (2020). 侧向卸荷条件下结构性软黏土蠕变特性试验研究. 西南交通大学学报, 55(6): 1257-1263. EI

* 贾敏才*, 刘波, 周训军. (2019). 滨海含软土夹层粉细砂地基高能级强夯加固试验研究. 建筑结构学报, 40(11): 240-246. EI

* 贾敏才*, 赵瞬, 张震. (2018). 侧向卸荷条件下结构性软黏土典型力学特性. 哈尔滨工业大学学报, 50(12): 133-140. EI