职称:副教授
通讯地址:广东省汕头市大学路243号,汕头大学土木与智慧建设工程系
办工地址:工北307
电 话:0754-86503061
电子邮箱:tdwen@stu.edu.cn;tiandewen8@126.com
教育经历:
2014.09-2019.06 大连理工大学,岩土与环境力学,博士(导师:邵龙潭 教授)
2010.09-2014.07 江西理工大学,机械工程及自动化,学士
工作经历:
2021.08-至今 汕头大学,土木系,讲师、副教授
2019.07-2021.07 深圳大学, 土木与交通工程学院, 博士后(合作导师:陈湘生 教授/院士)
研究领域:
岩土体风险评估
海上风电基础模拟和设计
非饱和土水-力特性
岩土体微细观孔隙结构及数值模拟
土工试验测试技术与仪器研发
主持或参与科研项目:
1. 国家自然科学基金青年项目,非饱和花岗岩残积土微细观孔隙结构及水力特性研究,2022/1-2024/12,主持。
2. 国家自然科学基金地区项目,全吸力范围非饱和黏性土有效黏聚力组分解析及演化规律研究,2025/1-2028/12,合作单位主持。
3. 广东省自然科学基金面上项目, 改良花岗岩残积土微细观结构及水-力特性研究,2023/1-2025/12,主持。
4. 汕头大学优秀青年人才项目,非饱和土试验研究,2022/1-2024/12,主持。
5. 横向课题,非饱和土数值模拟软件开发,2023/5-2024/5,主持。
6. 国家自然科学基金项目-重大项目, 超大城市深层地下空间韧性基础理论,在研,参与人。
7. 国家自然科学基金面上项目, 51479023,非饱和土有效应力方程的试验验证, 2015/1-2019/12,结题,参与人。
主讲课程:
1.土力学
2.土木工程材料
3.建筑制图
4.工程灾害与智能预警
发明专利:
1.一种非饱和土的水-力特性试验装置, 2023-05-10, 中国, CN202310526715.X
2.一种土壤渗透实验仪, 2022-07-12, 中国, CN202210814702.8
3. 非饱和土瞬态导水系数测定仪器及方法, 2023-5-16, 中国, ZL202011628657.4
4.一种可实现图像测量与温度控制的多功能压力室,发明专利授权,授权号:ZL 201710134871.6
学术论文
(一)著作教材
1. 邵龙潭,温天德. 新土力学,中国建筑工业出版社, 2023.
(二)期刊文章(*为通讯作者)
1. Yinwei Luo;Tiande Wen*; Xue Lin;Xiangsheng Chen; Longtan Shao.(2024). Quantitative analysis of pore-size influence on granite residual soil permeability using CT scanning.Journal of Hydrology,645(1–2):132133.( IF= 5.9, 中科院 1 区)
2. Tiande Wen*; Yinwei Luo;Mingye Tang;Xiangsheng Chen; Longtan Shao.(2024). Effects of Representative Elementary Volume size on Three-dimensional Pore Characteristics for Modified Granite Residual Soil.Journal of Hydrology,643(5):132006.( IF= 5.9, 中科院 1 区)
3. Tiande Wen*; Xiangsheng Chen; Yinwei Luo; Longtan Shao; Geng Niu. (2022).Three-dimensional pore structure characteristics of granite residual soil and their relationship with hydraulic properties under different particle gradation by X-ray computed tomography, Journal of Hydrology, 618: 129230. ( IF= 5.9, 中科院 1 区)
4. Wen, T.*, Chen, X., & Shao, L. (2022). Effect of multiple wetting and drying cycles on the macropore structure of granite residual soil. Journal of Hydrology, 614, 128583.( IF= 5.9, 中科院 1 区)
5. Zhao, Y., Chen, X., Wen, T.*, Wang, P., & Li, W. (2022). Experimental investigations of hydraulic and mechanical properties of granite residual soil improved with cement
addition. Construction and Building Materials, 318, 126016. ( IF= 8.1, 中科院 1 区)
6. Wen, T., Wang, P., Shao, L.*, Xiaoxia, G. (2021). Experimental investigations of soil shrinkage characteristics and their effects on the soil water characteristic curve. Engineering Geology,284(4):106035. ( IF= 6.5, 中科院 1 区)
7. Wen, T., Shao, L.*, Guo, X., Zhao, Y. (2020). Experimental investigations of the soil water retention curve under multiple drying-wetting cycles. Acta Geotechnica, 15(6):3321-3326. (IF= 4.35, 中科院 1 区)
8. Shao, L., Wu, S., Guo, X., & Wen, T.*. (2022). One− Dimensional Seepage of Unsaturated Soil Based on Soil− Water Characteristic Curve. Processes, 10(12), 2564.( IF= 4.779, 中科院 3 区)
9. Mingye Tang;Xinyu Chen;Yinwei Luo ;Yingxiao Zhao ;Liming Hu ;Jiawei Shi ;Lifeng Zeng;Lin Gao ;Tiande Wen*. (2024).Carbon fiber and PVA fiber reinforced concrete: Electrical resistivity and piezoresistive properties. Materials Letters, 376:137288.( IF= 2.3, 中科院 4 区)
10. Wen, T., Shao, L*., Guo, X. (2021). Permeability function for unsaturated soil. European Journal of Environmental and Civil Engineering, 25(1):1-13. ( IF= 1.832, 中科院 4 区)
11. Wen, T., Shao, L.*, Guo, X. (2019). Effect of hysteresis on hydraulic properties of soils under multiple drying and wetting cycles. European Journal of Environmental and Civil Engineering, 1-13. (IF= 1.832, 中科院 4 区)
12. Wen, T., Shao, L.*, Guo, X., Zhao, Y., Chen, X. (2019). Error correction of water evaporation loss on the unsaturated hydraulic conductivity. Soils and Foundations , 59(6):2341-2347. (IF=1.756, 中科院 3 区)
13. Zhao, Y., Wen, T.*, Shao, L., Chen, R., Sun, X., Huang, L., Chen, X. (2020). Predicting hysteresis loops of the soil water characteristic curve from initial drying. Soil Science Society of America Journal, 84(5):1642-1649. (IF=2.311, 中科院 3 区)
14. Zhao, Y., Wen, T.*, Sun, X., Huang, L., Chen, R. (2021). Effect of loading path on the mechanical properties of completely decomposed granite soil based on the
multiscale method. Advances in Civil Engineering, 2021(1-2):1-12. (IF= 1.176, 中科院 4 区)
15. Shao, L.*, Wen, T., Guo, X., Sun, X. (2017). A method for directly measuring the hydraulic conductivity of unsaturated soil. Geotechnical Testing Journal, 40(6), 20160197. (IF= 1.289, 中科院 4 区)
16. 邵龙潭, 温天德,郭晓霞. (2019). 非饱和土渗透系数的一种测量方法和预测公式. 岩土工程学报,
41(5):806-812.
17. Zhao, Y., Sun, X.*, Wen, T., Chen, R., Huang, L. Micro-structural Evolution of Granite Residual Soil under External Loading based on X-ray Micro-computed Tomography,KSCE Journal of Civil Engineering,2021. (in press)
18. Shao, L.,Guo, X. , Wen, T. , Zhao, B. (2019). Effective Stress and Effective Stress EquationDesiderata Geotechnica [M], SSGG, pp. 175-192.
(三)会议文章
1. 花岗岩残积土微细观孔隙结构及水力特性试验研究, 第七届全国岛礁岩土工程学术会议, 珠海, 2024-05-11至2024-05-13. (口头报告)
2. 非饱和花岗岩残积土微细观孔隙结构及水力特性研究, 第十四届全国土力学及岩土工程学术大会, 武汉, 2023-10-28至2023-10-30. (口头报告)
3. 干湿循环对花岗岩残积土的孔隙结构和水力特性试验研究, 第三届全国非饱和土与特殊土力学及工程学术研讨会, 石家庄, 2022-11-12至2022-11-13.(口头报告)
4. A New Setup to Measure Hydraulic Properties of Unsaturated Soils, Proceedings of China-Europe Conference on Geotechnical Engineering, Vienna, 2018-8-12 至 2018-8-17. (口头报告)
5. Rapidly Determining the Unsaturated Permeability by Transient Two-Steps Outflow Experiment, GeoShanghai International Conference 2018, Shanghai, 2018-5-27 至 2018-5-30. (口头报告)
6. 一种新型温控三轴仪及沥青混合料水稳定性试验.第二届全国非饱和土与特殊土力学及工程学术研讨会, 中 国兰州, 2017-7-18至2017-7-8-22. (口头报告)