1、 浅埋地铁隧道上方长距离共线道桥施工关键技术研究

2、 高烈度地区袋装砂堤抗液化关键技术研究

3、 复杂地层条件下超深及不同组合形式围护体系关键技术研究

4、 庄臣储罐区受上海轨交21号线盾构施工影响风险评估

5、 西藏阿里普兰机场冰碛物特性及地基加固技术研究

6、 海上风电场钢管桩砂土-桩壁摩擦系数取值与原位测试技术研究

7、 洋山港深厚吹填砂质粉土地基处理研究

8、 资溪花山界至里木高速公路高边坡质量安全控制技术研究

9、 珠海精细化工项目地基沉降安全风险评估

10、 超高无面板土工格栅加筋土边坡关键技术研究

11、 滨海深厚软土区公路明挖隧道关键技术研究

12、 软土中超长RJP和MJS高压旋喷桩施工环境影响及控制技术研究

13、 废弃油气管道充填材料研究

14、 中委广东大型石化厂区软弱地基土的加固处理研究

15、 上海国际航运中心洋山深水港区一、二期工程地基处理试验研究

16、 国储局上海七处临港和黄渡仓库桩基和地基处理研究

17、 上海港罗泾港区二期工程矿石堆场地基处理、长期沉降和监测研究

18、 浙江温岭东海塘南片综合开发区围涂工程地基处理研究

19、 上海港外高桥港区四期、五期、六期工程地基加固试验和理论研究

20、 重交通快速干道综合技术研究子项目：路桥一体化设计理论与技术研究

21、 振冲碎石桩加固技术设计原理的研究及施工质量自动监控设备的研制

22、 芦潮港铁路集装箱中心站地基处理现场试验研究及地基加固检测

23、 上海海事大学新校区地基处理现场试验研究及地基加固检测

24、 上海老港再生能源利用中心工程地基处理研究

25、上海世博园主题馆与世博轴基坑互相影响及施工环境效应研究

1、 浅埋地铁隧道上方长距离共线道桥施工关键技术研究

2、 高烈度地区袋装砂堤抗液化关键技术研究

3、 复杂地层条件下超深及不同组合形式围护体系关键技术研究

4、 庄臣储罐区受上海轨交21号线盾构施工影响风险评估

5、 西藏阿里普兰机场冰碛物特性及地基加固技术研究

6、 海上风电场钢管桩砂土-桩壁摩擦系数取值与原位测试技术研究

7、 洋山港深厚吹填砂质粉土地基处理研究

8、 资溪花山界至里木高速公路高边坡质量安全控制技术研究

9、 珠海精细化工项目地基沉降安全风险评估

10、 超高无面板土工格栅加筋土边坡关键技术研究

11、 滨海深厚软土区公路明挖隧道关键技术研究

12、 软土中超长RJP和MJS高压旋喷桩施工环境影响及控制技术研究

13、 废弃油气管道充填材料研究

14、 中委广东大型石化厂区软弱地基土的加固处理研究

15、 上海国际航运中心洋山深水港区一、二期工程地基处理试验研究

16、 国储局上海七处临港和黄渡仓库桩基和地基处理研究

17、 上海港罗泾港区二期工程矿石堆场地基处理、长期沉降和监测研究

18、 浙江温岭东海塘南片综合开发区围涂工程地基处理研究

19、 上海港外高桥港区四期、五期、六期工程地基加固试验和理论研究

20、 重交通快速干道综合技术研究子项目：路桥一体化设计理论与技术研究

21、 振冲碎石桩加固技术设计原理的研究及施工质量自动监控设备的研制

22、 芦潮港铁路集装箱中心站地基处理现场试验研究及地基加固检测

23、 上海海事大学新校区地基处理现场试验研究及地基加固检测

24、 上海老港再生能源利用中心工程地基处理研究

25、上海世博园主题馆与世博轴基坑互相影响及施工环境效应研究

代表性论著：

[1] Jia M C*, Yan Q, Zhu W K. Case Study: Influence of Artificial Mountain Construction with Isolation Piles on Underpass Tunnels[J]. International Journal of Civil Engineering,2022,21(1).

[2] Jia M C*, Luo W S, Zhou Y H, et al. A Model of Undrained Stress-Strain Curves Considering Stress Path and Strain Softening[J]. International journal of geomechanics, 2021(11):21.

[3] Jia M C*, Yang Y, Ai Z Y. Time history response of an elastic thin plate on a transversely isotropic multilayered medium due to vertical loadings[J]. Computers and Geotechnics, 2021, 134(3): 104058.DOI: 10.1016/j.compgeo.2021.104058.

[4] Jia M C*, Yang Y, Liu B, et al. Densification mechanism of granular soil under dynamic compaction of proceeding impacts[J]. Granular Matter, 2021, 23(3).

DOI:10.1007/s10035-021-01136-z.

[5] Jia M C*, Zhu W K, Xu C. Performance of a 33m high geogrid reinforced soil embankment without concrete panel[J]. Geotextiles and Geomembranes,2020,49(1).

[6] Jia M C*, Zhao T, Xie X L, et al. A novel experimental system for studying the sand liquefaction characteristics from macroscopic and microscopic points of view[J]. Bulletin of Engineering Geology and the Environment, 2019, 79(4). DOI:10.1007/s10064-019-01672-2.

[7] Jia M C*, Yang Y, Liu B, et al. PFC/FLAC coupled simulation of dynamic compaction in granular soils[J]. Granular Matter, 2018, 20(4). DOI:10.1007/s10035-018-0841-y.

[8] Jia M C, Zhou J. Investigation of Mechanical Response Induced in Dynamic Compaction of Sandy Soilswith PFC 2D [C]. Geoshanghai International Conference. 2010. DOI:10.1061/41101(374)39.

[9] Jia M C, Zhou J. [American Society of Civil Engineers GeoShanghai International Conference 2010 - Shanghai, China (June 3-5, 2010)] Soil Behavior and Geo-Micromechanics - Investigation of Mechanical Response Induced in Dynamic Compaction of Sandy Soils with PFC [J]. 2010:261-268.

[10] Yang S, Jia M C*. Analytical layer-element solution for layered transversely isotropic saturated media subjected to rectangular moving loads[J]. Soil Dynamics and Earthquake Engineering 2023, 171, 107877.

[11] Yang S, Jia M C*. Vibration isolation of row of piles due to moving harmonic loads embedded in the layered isotropic saturated medium[J]. International Journal for Numerical and Analytical Methods in Geomechanics 2023, 47(10), 1802-1829.

[12] Yang S, Jia M C*. Horizontal dynamic behavior of partially embedded pile groups in layer cross-anisotropic poroelastic saturated soils under lateral cyclic and axial coupling loadings[J]. Ocean Engineering 2023, 281, 114803.

[13] Yang S, Jia M C*. Numerical analysis for isolation of vibrations by pile rows in transversely isotropic saturated media due to moving loads[J]. Mechanics of Advanced Materials and Structures 2023, DOI: 10.1080/15376494.2023.2215761.

[14] Zhang Y, Jia M C*, Xie Z W. Effect of stress rotation angles on dynamic responses of soft clay under multi-directional loading[J]. Soil Dynamics and Earthquake Engineering,2023,165.

[15] Zhang Y, Jiang M J, Jia M C, et al. Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths[J]. International Journal of Geomechanics,2022,22(10).

[16] Zhou J, Li Y X, Jia M C, et al. Numerical Simulation of Failure Behavior of Granular Debris Flows Based on Flume Model Tests[J]. The Scientific World Journal,2013. DOI:10.1155/2013/603130.

[17] Zhou J, Chen X L, Jia M C, et al. Dynamic centrifuge tests on macro-micro mechanism of liquefaction of saturated sandy foundation with buried structures[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3):392-399.

[18] Yang Y X, Zhou J, Jia M C. Numerical simulation of micro-mechanism of saturated sand liquefaction[C]. International symposium on geomechanics and geotechnics: from micro to macro.2011.

[19] Zhou J, Deng Y B, Jia M C, et al. Coupling method of two-dimensional discontinuum-continuum based on contact between particle and element[J]. Chinese Journal of Geotechnical Engineering, 2010.

[20] Zhou J, Han J, Jia M C, et al. Laboratory Model Study on Densification of Hydraulically-Filled Fine Sands by Vibro-Compaction[C]. Geocongress.2008.DOI:10.1061/40971(310)87.

[21] Zhou J, Shi D D, Jia M C, et al. Micro-mechanical simulation of liquefaction behavior of saturated sand under cyclic loading[J]. Journal of Hydraulic Engineering, 2007, 38(6):697-703. DOI: 10.3321/j.issn:0559-9350.2007.06.009.

[22] Zhou J, Su Y, Jia M C, et al. In-situ tests on vacuum dynamic consolidation to improve a hydraulic fill ground[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(009):1091-1096. DOI:10.1007/s11769-005-0030-x.

[23] Zhou J, Yao H, Jia M C. Research on technology for shallow treatment of large-area soft soils[J]. Rock and Soil Mechanics, 2005. DOI:10.1007/s11769-005-0030-x.

[24]贾敏才,王磊,周健.砂土振冲密实的细观颗粒流模拟[J].水利学报, 2009, 40(4).DOI:10.3321/j.issn:0559-9350.2009.04.006.

[25]贾敏才,王磊,周健.干砂强夯动力特性的细观颗粒流分析[J].岩土力学, 2009, 30(4):871-878.

[26]贾敏才,王磊,周健.砂性土宏细观强夯加固机制的试验研究[J].岩石力学与工程学报, 2009, 028(0z1):3282-3290.

[27]贾敏才,王磊,周健.基坑开挖变形的颗粒流数值模拟[J].同济大学学报：自然科学版, 2009, 37(5):6.DOI:10.1007/978-3-540-85168-4_52.

[28]贾敏才,王磊,周健,等.双层地基沉降预测模型研究[J].地下空间与工程学报, 2009(A6):6.DOI: 10.3969/j.issn.1673-0836.2009.06.021.

[29]贾敏才,王磊,周健.吹填土在冲击荷载下的渗透性试验研究[J].同济大学学报(自然科学版), 2010, 38(4):493-499.DOI: 10.3969/j.issn.0253-374x.2010.04.005.

[30]贾敏才,黄文军,叶建忠,等.超高无面板式土工格栅加筋路堤现场试验研究[J].岩土工程学报, 2014(12):6.DOI:10.11779/CJGE201412009.

[31]贾敏才,强晓,叶建忠.HDPE和PET土工格栅加筋路堤作用的对比研究[J].岩土力学,2015,(1): 491-495

[32]贾敏才,陈纯,吴邵海.冲击荷载作用的离散-连续耦合数值模拟[J].水利学报, 2016, 47(8):8. DOI: 10.13243/j.cnki.slxb.20151115.

[33]贾敏才,杨修晗,叶建忠.小尺度井结构基坑墙后土压力的坑角效应[J].哈尔滨工业大学学报, 2016, 48(12):8.DOI: 10.11918/j.issn.0367-6234.2016.12.013.

[34]贾敏才,赵舜,张震.侧向卸荷条件下结构性软黏土典型力学特性[J].哈尔滨工业大学学报, 2018, 50(12):8.DOI: 10.11918/j.issn.0367-6234.201803024.