张安 - 中国海洋大学 - 环境科学与工程学院

个人简介

主要开展宏微观土力学相关研究，通过探索各类特殊土（甲烷水合物沉积物、各向异性砂土、胶结砂土、钙质砂、结构性粘土等）在海洋环境中的力学行为，提出创新实用的本构模型，并发展先进的数值模拟方法，用于预测海洋地质和工程灾害。2022年获得山东省博新人才计划、中国博士后基金以及山东省自然科学基金等资助，2023年获国家自然科学青年基金。已发表学术论文20余篇，在《Géotechnique》《Computer & Geotechnics》等知名SCI期刊上发表论文10余篇。担任Journal of Geotechnical and Geoenvironmental Engineering、International Journal of Geomechanics等知名SCI学术期刊审稿人。教育背景 2015.09 –2021.06同济大学岩土工程博士 2018.09-2019.08University of California, Davis土木和环境联合培养博士 2012.09-2015.06中南大学岩土工程硕士 2008.09-2012.06中南大学土木工程学士工作经历 2021.10 –2024.07中国海洋大学环境科学与工程学院博士后 2024.07 –至今中国海洋大学环境科学与工程学院副教授（英才三）

研究领域

海洋岩土工程（1）离散元方法（DEM）、计算流体动力学-离散元耦合方法(CFD-DEM)、大变形有限元方法; （2）微观结构演化（颗粒组构、胶结破坏、颗粒破碎等）对土体静动力学特性的影响；（3）各向异性临界状态理论、边界面塑性理论、疑难土本构理论；（4）人工智能。

近期论文

查看导师新发文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

1.[1]Zhang, A., Dafalias, Y. F., & Wang, D. (2025). SANISAND-CH: A high-pressure bounding surface model for cemented sand, including methane hydrate-bearing sediments. Computers and Geotechnics, 179, 106986. 2.[2]Zhang, A., & Wang, D. (2025). Effect of static shear stress on the cyclic liquefaction of anisotropic sands: a DEM study.Soil Dynamics and Earthquake Engineering,199, 109659. 3.[3]Zhang, A., Dafalias, Y. F., & Jiang, M.J.(2023). A bounding surface plasticity model for cemented sand under monotonic and cyclic loading. Géotechnique, 73(1), 44-61. (DOI:10.1680/jgeot.20.P.275) 4.[4]Zhang, A., Dafalias, Y. F., & Wang, D. (2023).SANISAND-H: A sand bounding surface model for high pressures. Computers and Geotechnics, 161, 105579. (DOI: 10.1016/j.compgeo.2023.105579) 5.[5]Zhang, A.,Jiang, M. J, Wang, D., & Li, Q. (2023). A bounding surface plasticity model for methane hydrate-bearingsediments in deep seabed. Computers and Geotechnics, 163, 105720. (DOI: 10.1016/j.compgeo.2023.105720) 6.[6]Zhang, A., Jiang, M. J, & Wang, D. (2023). Effect of fabric anisotropy on the cyclic liquefaction of sands: Insight from DEM simulations. Computers and Geotechnics, 155, 105188. (DOI: 10.1016/j.compgeo.2022.105188) 7.[7]Zhang, A., Jiang, M. J, Wang, D., & Li, Q. (2023). Three-dimensional DEM investigation of mechanical behaviors of grain-cementing type methane hydrate-bearing sediment. Acta Geotechnica. (DOI: 10.1007/s11440-023-01903-7) 8.[8]Zhang, A., Jiang, M. J, & Du, W. H. (2021). Three-dimensional DEM investigation of the stress-dilatancy relation of grain-cementing type methane hydrate-bearing sediment. Petroleum, 7(4), 447-484. (DOI: 10.1016/j.petlm.2021.10.001) 9.[9]Zhang, A., Jiang, M. J, & Thornton, C. (2020). A coupled CFD-DEM method with moving mesh for simulating undrained triaxial tests on granular soils. Granular Matter, 22, 13(DOI: 10.1007/s10035-019-0984-5) 10.[10]Jiang, M. J., Zhang, A., & Shen, Z.F(2020). Granular soils: from DEM simulation to constitutive modeling. Acta Geotechnica, 15,1723-1744. (DOI:10.1007/s11440-020-00951-7)

学术兼职

担任Journal of Geotechnical and Geoenvironmental Engineering、International Journal of Geomechanics等知名SCI学术期刊审稿人。