张涛，江苏扬州人，中国矿业大学岩土工程专业博士。主要从事深部土-井壁相互作用、珊瑚砂力学特性、岩土材料多尺度测试与数值模拟等领域的研究工作。长期担任多个期刊审稿人，包括Acta Geotechnica，Powder Technology，International Journal of Geomechanics，Journal of Engineering Mechanics，Granular Matter，Advanced Powder Technology。
主讲课程：土力学与基础工程、地下空间结构、岩土数值分析、BIM二次开发
联系方式：zt0818@ntu.edu.cn或zhangtao080818@163.com
在研和参与项目：
1. 中国博士后基金面上项目，2023M741049（主持，结题）
2. 江苏省高等学校基础科学研究面上项目，23KJB170022（主持，结题）
3. 山东省土木工程防灾减灾重点实验室开放基金面上项目，CDPM2023KF09（主持，结题）
4. 国家重点研发计划子课题，2016YFC0600904（参与，结题）
5. 国家自然科学基金面上项目，51874286（参与，结题）
近三年发表论文：
[1] Chi Zhang, Tao Zhang*. Micromechanical interpretation of fines content effect on the K0-value of granular soils. Powder Technology, 2026, 472: 122129.
[2] 吴杨, 王传智, 张涛*等. 高压条件下间断级配珊瑚砂-砾混合料力学特性与颗粒破碎研究. 岩石力学与工程学报, 2026, link.cnki.net/urlid/42.1397.O3.20260116.1559.002.
[3] Yang Wu, Chuanzhi Wang, Tao Zhang* et al. Breakage and morphology of uniform and gap-graded calcareous sands during high-pressure triaxial shearing. Acta Geotechnica, 2026, 21: 1377–1392.
[4] Tao Zhang*, Linzhi Li , Suzhan Ji et al. Shape-dependent threshold fines content and limiting void ratios in sand-silt mixtures. Powder Technology, 2025, 466: 121501.
[5] Chi Zhang, Tao Zhang*. Influence of particle shape on stress-dilatancy and critical state behavior of granular soils-a DEM study. Transportation Geotechnics, 2025, 25: 101660.
[6] Tao Zhang, Baosheng Wang, Weihao Yang, Yuan Gao, Changjiang Wu*. An investigation of single-particle fracture behavior of calcareous nodule using an improved block-based model. Acta Geotechnica, 2025, 20: 4887–4906.
[7] Tao Zhang, Yanchao Wang, Chi Zhang, Shuren Wang*. DEM investigation of particle gradation effect on the stress-dilatancy behavior of granular soil. Advanced Powder Technology, 2024, 35: 104692.
[8] Tao Zhang*, Yuan Gao, Siyu Liu, Jun Yu, Chi Zhang. Experimental and numerical studies of breakage and fractal characteristics of silica sands in high-pressure triaxial tests. Advanced Powder Technology, 2024, 35: 104548.
[9] Tao Zhang, Sui Wang, Shuyang Yu, Zhaohua Sun, Chuanfeng Fang, Shuren Wang*. Microscopic mechanical analysis of K0 of granular soils with particle size distribution and rolling resistance effects. Computational Particle Mechanics, 2024, 11:1007–1020.
[10] Tao Zhang, Chi Zhang*, Fangnian Song, Jiuqun Zou, Yuan Gao, Weihao Yang. Breakage behavior of silica sands during high-pressure triaxial loading using X-ray microtomography. Acta Geotechnica, 2023, 18: 5195–5211.
其他论文：
[1] Tao Zhang*, Chi Zhang, Tingting Luo. Effect of stress anisotropy on deformation and particle breakage of silica sand at high-pressure compression tests. Construction and Building Materials, 2022, 316: 125835.
[2] Tao Zhang, Weihao Yang*, Chi Zhang, Chenchen Hu. Particle breakage effect on compression behavior of realistic granular assembly. International Journal of Geomechanics, 2021, 21(7): 04021105.
[3] Tao Zhang, Chi Zhang, Jiuqun Zou, Baosheng Wang, Fangnian Song, Weihao Yang*. DEM exploration of the effect of particle shape on particle breakage in granular assemblies. Computers and Geotechnics, 2020, 122: 103542.
[4] Tao Zhang*, Chi Zhang, Quanwei Yang, Ran Fu. Inter-particle friction and particle sphericity effects on isotropic compression behavior in real-shaped sand assemblies. Computers and Geotechnics, 2020, 126: 103741.
[5] 张驰，韩涛，杨志江，张涛. 凿井期基岩冻结壁对井壁的径向荷载及其影响因素. 采矿与安全工程学报, 2017, 34(5): 972-980.
[6] 张驰，杨维好，王衍森，张涛. 深部土与立井井壁竖向相互作用试验台研制及初步应用. 采矿与安全工程学报, 2015, 32(4): 578-584.
奖励荣誉：
1. 第八届高校城市地下空间工程专业青年教师讲课大赛一等奖，2024
2. 第十二届江苏省高校土木工程（智能建造）专业青年教师讲课竞赛一等奖，2023.
3. 第十四届365上市公司青年教师讲课竞赛一等奖，2023.