师资队伍

张志超，1985年出生于福建省莆田市，副教授，博士生导师。2013年清华大学岩土工程专业博士毕业并从事博士后研究工作（2013-2015），2019-2020年美国加州大学伯克利分校访问学者（合作教授Kenichi Soga教授），主要从事岩土材料本构理论和数值模拟、能量桩基工程、多物理场耦合理论及土体渗流侵蚀理论研究。目前已在国内外学术期刊上以第一作者或通讯作者在JMPS、IJP、IJES、JGGE等国内外顶级期刊上发表论文30篇，其中SCI检索论文23篇，EI检索论文7篇。主持国家自然科学基金面上项目2项，国家重点研发计划子课题1项，国家自然科学基金青年基金项目1项、重庆市基础科学与前沿技术专项课题1项、中央高校科研基本业务费项目3项（其中重点培育课题1项），参编国家行业标准《桩基地热能利用技术规程》。在岩土材料静动力学统一本构理论、多尺度力学及多物理场耦合理论方面开展长期的原创性研究，系统性地构建了岩土材料、水泥基材料、金属固体等固体-类固体介质复杂力学行为的统一热力学理论体系，建立了颗粒岩土介质全物理机制的多尺度动力学及流变学统一理论模型。

（1）岩土工程与岩土力学
（2）岩土多物理场耦合理论、地下能源结构工程
（3）固体与类固体介质的统一静力与动力本构理论
（4）土体渗流侵蚀理论
（5）微生物改良岩土材料

本科生：《材料力学》、《理论力学》、《工程力学》
研究生：《弹塑性力学》

中国岩石力学与工程学会会员、能源地下结构与工程专业委员会委员、期刊《Biogeotechnics》编委

(1) Zhang Z.C.*, Soga K*. Micromechanics-inspired granular thermodynamics: A constitutive model for multidirectional cyclic shearing.Journal of the Mechanics and Physics of Solids, 2025, 200: 106170.
(2) Xiao Y, Liang F, Zhang Z.C.*.Thermodynamics-based modelling of undrained viscoplastic flow deformation in granular material.International Journal of Engineering Science, 2025, 211: 104251.
(3) Xiao Y, Liang F, Zhang Z.C.*,et al.Thermodynamic constitutive model for calcareous sand considering specimen preparation.Computers and geotechnics, 2024, 172: 106455.
(4) Li H, Zhang Z.C.*.A thermodynamic critical state model for sands.Granular Matter,2025,27.
(5) Xiao Y, Liang F, Zhang Z.C.*,Wu H.R., Liu H.L.Thermodynamic constitutive model for granular soils considering particle shape distribution.Computers and Geotechnics, 2023, 162: 105700.
(6) Zhang Z.C.*, Soga K.Thermodynamic Constitutive Model for Sands with Consideration of Distributed Fabric.Journal of Engineering Mechanics,2021,147: 04021113.
(7) Xiao Y, Zhang Z*, Stuedlein A,Evans TM.Liquefaction Modeling for Biocemented Calcareous Sand.Journal of Geotechnical and Geoenvironmental Engineering. 2021, 147(12):04021149
(8) Xiao Y, Liang F, Zhang Z.C.*,Cui H.,Liu H.L.Thermodynamic Model for Sand-Incorporating Morphology.International Journal of Geomechanics,2025,25.
(9) Zhichao Zhang, Xiaohui Cheng. A thermodynamic constitutive model for undrained monotonic and cyclic shear behavior of saturated soils. Acta Geotechnica, 2015, 10(6): 781-796.
(10) Xiao, Y., Zhang, Z.*, Granular hyperelasticity with inherent and stress-induced anisotropy. Acta Geotechnica.2020,15:671–680.
(11) Zhang, Z.*, Li, L., Xu, Z. A thermodynamics-based hyperelastic-plastic coupled model unified for unbonded and bonded soils. International Journal of Plasticity, 2020, 102902.
(12) Xiao, Y.,Wang, C.G.,Zhang, Z.C.*,Liu, H.L.,Yin,Z.Y. Constitutive Modeling for Two Sands under High Pressure.International Journal of Geomechanics. 2021, 21(5): 04021042.
(13)Zhang, Z.C., Cheng, X.H.: A Thermo-mechanical constitutive model based on Granular Solid Hydrodynamics for clay. Computers and Geotechnics.2016, 80:373-382.
(14) Zhichao Zhang, Xiaohui Cheng. Critical state and ultimate state surface of soils: a granular solid hydrodynamic perspective. Granular Matter, 2015, 17: 253-263.
(15) Zhichao Zhang, Xiaohui Cheng. Effective stress in saturated soil: a granular solid hydrodynamics approach. Granular Matter, 2014, 16(5): 761-769.
(16) Zhichao Zhang, Xiaohui Cheng. A Fully Coupled THM Model Based on a Non-equilibrium Thermodynamic Approach and its Application, International Journal for Numerical and Analytical Methods in Geomechanics, DOI: 10.1002/nag.2569,2016.
(17) Zhichao Zhang, Xiaohui Cheng. Predicting the cyclic behavior of suction caisson foundations using the finite element method. Ships and Offshore Structures, DOI: 10.1080/17445302.2016.1158686.
(18) Zhang Z. A thermodynamics-based theory for the thermo-poro-mechanical modeling of saturated clay. International Journal of Plasticity, 2017, 92:164-185.
(19) Zuan Yang, Xiaohui Cheng, Zhichao Zhang, Hao Wang. Modeling of Microbial Induced Carbonate Precipitation in Porous Media. Journal of Pure and Applied Microbiology, 2013, 7(1) : 449-458.
(20) Zhichao Zhang, Xiaohui Cheng. Formulation of Tsinghua-Thermosoil Model: A Fully Coupled THM Model Based on Non-equilibrium Thermodynamic Approach, In: L. Laloui and A. Ferrari (Eds.): Multiphysical Testing of Soils and Shales, SSGG, Berlin: Spring-Verlag Berlin Heidelberg, 2013, pp. 155-161.
(21)Zhang, Z.C., Cheng, X.H.: Simulation of nonisothermal consolidation of saturated soils based on a thermodynamic model. SWJ. 192163, 2013
(22) Zhichao Zhang, Xiaohui Cheng. A Thermo-mechanical constitutive model based on Granular Solid Hydrodynamics for clay. International Symposium on Geomechanics from Micro to Macro, 2014, Cambridge.
(23)Zhichao Zhang, Predictions of cyclic yielding behavior of solids based on a nonequilibrium thermodynamic theory. Mech. Mater.Accepted
(24) Luo H, Li J*, Wang Y,Ye J，Zhang Z*, et al.Influence of Ti particle sizes on microstructure and mechanical behaviors of AZ91-Ti composites under different loading paths.Materials Science and Engineering A, 2023, 886: 145723.
(25) 黄远浩,张志超*,肖杨,等.砂-黏土中结合水含量及渗透性的非等温耦合效应.岩土工程学报, 2024, 46(2):375-384.
(26) 王晓强,张志超*,王烁堯.桩-土界面的非等温不排水剪切行为分析.深圳大学学报:理工版, 2022, 39.
(27) 张志超*，程晓辉，饱和土体非等温固结和不排水剪切的热力学本构模型，岩土工程学报, 2013, 35(7): 1297-1306.
(28) 张志超*，王进廷，徐艳杰．跨断层地下管线振动台模型试验研究－I. 试验方案，土木工程学报，2011, 44(11)：93-98
(29) 张志超*，王进廷，徐艳杰．跨断层地下管线振动台模型试验研究－II.试验成果分析，土木工程学报，2011，44(12)：116-125.
(30) 由爽, 张志超*，纪洪广. 岩石蠕变的热力学本构模型及应用分析. 中国矿业大学学报, 2016, 45(3):507-513.
(31) 程晓辉，麻强，杨钻，张志超，李萌. 微生物灌浆加固液化砂土地基的动力反应研究, 岩土工程学报, 2013, 35(8): 1486-1495.
(32) 孟敏强,肖杨,孙增春,张志超，蒋翔，刘汉龙，何想，吴焕然，史金权.粗粒料及粒间微生物胶结的破碎-强度-能量耗散研究进展.中国科学, 2022(007):052.

2024年重庆市科学技术奖科技进步奖二等奖（6/10）

招收土木工程专业岩土工程方向研究生

zhangzhichaopt@163.com