譚鑫,男,1983年12月出生,湖南長沙人,現任湖南大學土木工程學院副教授,研究生導師。
基本介紹
- 中文名:譚鑫
- 畢業院校:德國弗萊貝格工業大學
- 學位/學歷:博士
- 專業方向:隧道工程
- 職務:導師
人物經歷
學習經歷
工作經歷
學術兼職
研究領域
學術論文
- Tan X* (譚鑫), Konietzky H.Numerical simulation of permeability evolution during progressive failure of Aue granite at the grain scale level[J].Computers and Geotechnics. 2019, 112(8):185-196.
- 譚鑫*, 趙明華, 金宇軒, 馮龍建. 碎石樁單樁受荷模型試驗的離散單元法數值模擬[J]. 湖南大學學報(自然科學版).2019,(1):101~108.
- Xin Tan(譚鑫), Wengui Li, Minghua Zhao, Vivian W. Y. Tam. Numerical Discrete-Element Method Investigation on Failure Process of Recycled Aggregate Concrete[J]. Journal of Materials in Civil Engineering. 2019. 31(1):04018353-1-14.
- Wengui Cao (曹文貴), Xin Tan* (譚鑫), Chao Zhang, Min He. A constitutive model to simulate the full deformation and failure process for rocks considering initial compression and residual strength behaviors[J].Canadian Geotechnical Journal, 2019, 56(5): 649-661.
2018年: - Tan, X.* (譚鑫), Zhao, M. (趙明華), Chen, W. Numerical Simulation of a Single Stone Column in Soft Clay Using the Discrete-Element Method[J].International Journal of Geomechanics. 2018, 18(12):04018176-1-12.
- Tan, X.* (譚鑫), Zhao, M. (趙明華), Zhu, Z. et al. Elastic Properties Calibration Approach for Discrete Element Method Model Based on Voronoi Tessellation Method[J]. Geotechnical and Geological Engineering. 2018, 37(3), 2227-2236.
- Chen W, Konietzky H, Liu C, Tan X (譚鑫). Hydraulic fracturing simulation for heterogeneous granite by discrete element method[J]. Computers & Geotechnics, 2018, 95:1-15.
- Tan, X.* (譚鑫), Zhao, M.(趙明華). Deformation and Failure Behavior of the Isolated Single Stone Column with and Without Geosynthetic Encasement[C]. Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering. 2018. DOI: 10.1007/978-981-10-6632-0_42.
- 陳君煒, 譚鑫. 考慮鼓脹變形影響的散體材料樁單樁極限承載力修正計算[J]. 西部交通科技, 2018(8):6-10.
2017年: - 趙明華, 牛浩懿, 劉猛, 譚鑫. 柔性基礎下碎石樁複合地基樁土應力比及沉降計算[J]. 岩土工程學報, 2017, 39(9):1549-1556.
- Tan X* (譚鑫), Konietzky H. Numerical Study of Biot’s Coefficient Evolution During Failure Process for Aue Granite Using an Empirical Equation Based on GMR Method[J]. Rock Mechanics & Rock Engineering, 2017:1-7.
2016年: - Tan X* (譚鑫), Konietzky H, Chen W. Numerical Simulation of Heterogeneous Rock Using Discrete Element Model Based on Digital Image Processing[J]. Rock Mechanics & Rock Engineering, 2016, 49(12):4957-4964.
- 譚鑫*, 傅鶴林, 陳琛,等. 層狀岩體中隧道穩定性數值分析[J]. 鐵道科學與工程學報, 2016, 13(6):1108-1113.
- Chen W, Konietzky H, Tan X (譚鑫), et al. Pre-failure damage analysis for brittle rocks under triaxial compression[J]. Computers & Geotechnics, 2016, 74:45-55.
2015年: - Tan X* (譚鑫), Konietzky H, Frühwirt T. Experimental and Numerical Study on Evolution of Biot’s Coefficient During Failure Process for Brittle Rocks[J]. Rock Mechanics & Rock Engineering, 2015, 48(3):1289-1296.
- Tan X* (譚鑫), Konietzky H, Frühwirt T, et al. Brazilian Tests on Transversely Isotropic Rocks: Laboratory Testing and Numerical Simulations[J]. Rock Mechanics & Rock Engineering, 2015, 48(4):1341-1351.
- 譚鑫*, Konietzky H, FRüHWIRT T. Numerical simulation of triaxial compression test for brittle rock sample using a modified constitutive law considering degradation and dilation behavior[J]. Journal of Central South University, 2015, 22(8):3097-3107.
- 譚鑫*, 傅鶴林, 趙明華,等. 層狀岩體中隧道穩定性數值分析[C]// 2015綠色生態隧道建設與管理論壇暨中國土木工程學會隧道及地下工程分會建設管理與青年工作者專業委員會2015年會論文集. 2015.
2014年: - Tan X* (譚鑫), Konietzky H. Numerical study of variation in Biot's coefficient with respect to microstructure of rocks[J]. Tectonophysics, 2014, 610(5):159-171.
- Tan X (譚鑫). Hydro-mechanical coupled behavior of brittle rocks[D]. TU Freiberg. 2014.
- Tan X* (譚鑫), Konietzky H, Frühwirt T. Laboratory observation and numerical simulation of permeability evolution during progressive failure of brittle rocks[J]. International Journal of Rock Mechanics & Mining Sciences, 2014, 68:167-176.
- 譚鑫*, HEINZ Konietzky. 含層理構造的非均質片麻岩巴西劈裂試驗及離散單元法數值模擬研究[J]. 岩石力學與工程學報, 2014, 33(5):938-0946.
2014年前: - 袁海清, 傅鶴林, 馬婷, 譚鑫. 隧道管棚加預注漿超前支護數值模擬分析*[J]. 鐵道科學與工程學報, 2012, 9(6):24-29.
- Tan X* (譚鑫), Konietzky H. A modified constitutive law for brittle rocks considering the degradation and dilation behaviour[C]// The, International Flac/dem Symposium. 2012.
- 傅鶴林, 郭磊, 歐陽剛傑, 譚鑫. 考慮流固耦合效應的瀏陽河水下隧道台階法開挖數值模擬[C]// 中國土木工程學會年會. 2010.
- 郭磊, 傅鶴林, 歐陽剛傑, 譚鑫. 考慮流固耦合效應的水下隧道岸坡深基坑開挖數值模擬[J]. 現代隧道技術, 2010, 47(4):12-19.
- 譚鑫*, 傅鶴林, 郭明香,等. 塊體理論與數值模擬結合套用於塊裂岩質邊坡穩定性分析[J]. 金屬礦山, 2009(3):24-27.
- 譚鑫*. 考慮流固耦合影響的水下隧道施工力學效應研究[M]. 中南大學, 2009.