田 红

个人信息
田红,女,汉,1982年生,博士,讲师
电 话:13720238728
E-mail: htian@cug.edu.cn
工作室地点:水工楼404
教育背景
200109 – 200507 中国地质大学(北京)学士
200509 – 200807中国地质大学(北京)硕士
200809 – 201305 德国亚琛工业大学 博士
工作经历
2013.6-至今 中国地质大学(武汉)工程学院
招生专业、研究方向
硕士招生专业: 地质工程
研究方向:岩石力学,数值模拟,干热岩,三维地质建模
主讲课程
岩体力学、岩土测试技术
主持或参加的科研项目
井壁干热花岗岩卸荷-遇水冷却双重损伤本构模型研究,2017-2019,国家自然科学基金青年基金,1
高温作用后煤系地层砂岩弹塑性损伤本构模型研究,2016.1-2016.12,国家自然科学基金应急管理项目,1
高温后砂岩物理力学性质及本构关系研究,2015-2016,教育部科技项目留学回国人员科研启动基金,1
页岩气储层改造技术研究,2013-2016,国家863高技术项目项目课题,6
发表的教学研究论文
田红,高金川,岩体力学本科教学改革探讨,教育教学论坛,2015,11(47),88-89
发表的学术论文
1. Hong Tian, Thomas Kempka, Shu Xu, Martin Ziegler. Mechanical properties of sandstones exposed to high temperature. Rock Mechanics and Rock Engineering, 2016, 49, 321-327.
2. Tian H., M. Ziegler, T. Kempka. Physical and mechanical behavior of claystone exposed to temperatures up to 1000°C. International Journal of Rock Mechanics and Mining Sciences, 2014,70,144-153.
3. Tian H., T. Kempka, N.X. Xu, M. Ziegler. A modified Mohr-Coulomb failure criterion for intact granites exposed to high temperatures. In: Clean Energy Systems in the Subsurface: Production, Storage and conversion, proceedings of the 3rd Sino-German conference “underground storage of CO2 and energy“, 21-23, May, Goslar, Germay, 379-393.
4. Tian H., T. Kempka, N.X. Xu, M. Ziegler. Physical properties of sandstones after high temperature treatment. Rock Mechanics and Rock Engineering 2012, 45, 1113-1117
5. Tian H., M. Ziegler, T. Kempka. Mechanical behavior of claystone exposed to high temperatures and its possible impacts on the stability of a deep nuclear waste repository. In: Rock Mechanics: Achievements and Ambitions – Cai (ed.). Proceedings of 2nd International Young Scholars' Symposium on Rock Mechanics, 14 - 16 October 2011, Beijing, China, 193-197
6. Tian H., T. Kempka, R. Schlüter, M. Feinendegen, M. Ziegler. Influence of high temperature on rock mass surrounding in situ coal conversion sites. In: Proceedings of the 10th International Symposium on Environmental Geotechnology and Sustainable Development, 7 - 11 September, 2009, Bochum, Germany, 128-132
7. 田红, 徐能雄. 含复杂插值曲面实体六面体网格优化方法. 计算机工程与设计, 2009, 30(2): 285-290
8. Xu, N.G., P.H.S.W. Kulatilake, H. Tian, X. Wu, Y.H. Nan, T. Wei. Surface subsidence prediction for the WUTONG mine using a 3-D finite difference method. Computers and Geotechnics, 2013, 48: 134-145
9. Xu N.G., H. Tian, P.H.S.W. Kulatilake, Q. Duan. Building a three dimensional sealed geological model to use in numerical stress analysis software: a case study for a dam. Computers and Geotechnics, 2011, 38: 1022-1030
10. Xu, N.G., H. Tian. Wire Frame: A reliable approach to build sealed engineering geological models. Computer & Geosciences, 2009, 35(8): 1582-1591
出版的专著或教材
1. 徐能雄, 段庆伟, 梅刚, 武雄, 田红. 三维地质建模方法及程序实现. 地质出版社, 2011

TIAN HONG, Female, born in 1982, Doctor, lecturer
Tel: 13720238728
E-mail: htian@cug.edu.cn
office:Faculty of Engineer Building 404
Education
200109 – 200507 China University of Geosciences (Beijing) Bachelor
200509 – 200807 China University of Geosciences (Beijing) Master
200809 – 201305 RWTH Aachen University, Germany Doctor

Professional Experience
2013.6-present China University of Geosciences(Wuhan)
MAJOR FIELDS OF RESEARCH
Rock Mechanics, numerical simulation, hot dry rock, 3D geological modeling
Teaching Courses
Rock mechanics, Rock testing technology
Projects
Research on constitutive model of unloading and water-cooling double damage for borehole hot dry granite, 2017-2019, National Science Foundation of China, 1
Development of an elasto-plastic damage constitutive model to sandstone intercalated in coal-bearing strata after high temperature, 2016.1-2016.12, National Science Foundation of China, 1
Research on physic-mechanical characteristics and constitutive relationship of sandstone after high temperature, 2015-2016, Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry, 1
Technology research on shale gas reservoir improvement, 2013-2016, 863 project, 6
Publication
1. Hong Tian, Thomas Kempka, Shu Xu, Martin Ziegler. Mechanical properties of sandstones exposed to high temperature. Rock Mechanics and Rock Engineering, 2016, 49, 321-327.
2. Tian H., M. Ziegler, T. Kempka. Physical and mechanical behavior of claystone exposed to temperatures up to 1000°C. International Journal of Rock Mechanics and Mining Sciences, 2014,70,144-153.
3. Tian H., T. Kempka, N.X. Xu, M. Ziegler. A modified Mohr-Coulomb failure criterion for intact granites exposed to high temperatures. In: Clean Energy Systems in the Subsurface: Production, Storage and conversion, proceedings of the 3rd Sino-German conference “underground storage of CO2 and energy“, 21-23, May, Goslar, Germay, 379-393.
4. Tian H., T. Kempka, N.X. Xu, M. Ziegler. Physical properties of sandstones after high temperature treatment. Rock Mechanics and Rock Engineering 2012, 45, 1113-1117
5. Tian H., M. Ziegler, T. Kempka. Mechanical behavior of claystone exposed to high temperatures and its possible impacts on the stability of a deep nuclear waste repository. In: Rock Mechanics: Achievements and Ambitions – Cai (ed.). Proceedings of 2nd International Young Scholars' Symposium on Rock Mechanics, 14 - 16 October 2011, Beijing, China, 193-197
6. Tian H., T. Kempka, R. Schlüter, M. Feinendegen, M. Ziegler. Influence of high temperature on rock mass surrounding in situ coal conversion sites. In: Proceedings of the 10th International Symposium on Environmental Geotechnology and Sustainable Development, 7 - 11 September, 2009, Bochum, Germany, 128-132
7. 田红, 徐能雄. 含复杂插值曲面实体六面体网格优化方法. 计算机工程与设计, 2009, 30(2): 285-290
8. Xu, N.G., P.H.S.W. Kulatilake, H. Tian, X. Wu, Y.H. Nan, T. Wei. Surface subsidence prediction for the WUTONG mine using a 3-D finite difference method. Computers and Geotechnics, 2013, 48: 134-145
9. Xu N.G., H. Tian, P.H.S.W. Kulatilake, Q. Duan. Building a three dimensional sealed geological model to use in numerical stress analysis software: a case study for a dam. Computers and Geotechnics, 2011, 38: 1022-1030
10. Xu, N.G., H. Tian. Wire Frame: A reliable approach to build sealed engineering geological models. Computer & Geosciences, 2009, 35(8): 1582-1591