譚賢君

譚賢君，湖北石首人，研究員、博士生導師。中國科學院創新促進會優秀會員，國家優秀青年科學基金獲得者。兼任民盟中央青年工作委員會委員，中國岩石力學與工程學會軟岩工程與深部災害控制分會理事，武漢岩土工程學會常務理事，《International Journal of Mining Science and Technology》中青年編委，《隧道與地下工程災害防治》編委，2021世界交通運輸大會（WTC）隧道工程學部“隧道及地下工程施工的新方法和新技術”技術委員會主席。

基本信息

姓 名: 譚賢君

性 別: 男

職 稱: 研究員

通訊地址: 武漢市武昌區小洪山12號中國科學院武漢岩土力學研究所

簡歷

2005年畢業於石家莊鐵道大學，獲土木工程專業學士學位；2010年畢業於中國科學院武漢岩土力學研究所，獲岩土工程專業博士學位（碩博連讀），並留所工作，歷任助理研究員（2011-2012年）、副研究員（2013-2017年）和研究員（2018年-）（其間：2017.01--2017.12， 澳大利亞塔斯馬尼亞大學訪問學者）。

長期從事寒區及軟岩大變形隧朵肯/巷道災變機理與防控技術方面的研究，主持包括國家自然科學優秀青年基金等國家、省部級縱向項目7項、企業委託項目20餘項。近年來，針對高原寒區隧道進洞困難、地下水滲漏嚴重和圍岩凍脹破壞現象普遍等難題，提出了考慮隧道內空氣溫度和濕度對低溫岩體溫度影響的風流場湍流模型、寒區隧道溫度壁面函式模型，為寒區隧道的防寒保溫層設計提供了理論依據和計算新方法；揭示了寒區隧道凍融條件下體積變形、溫度、滲透壓力和凍脹力相互影響規律，為複雜糊體懂臭氣候與地質條件下寒區隧道圍岩凍融裂化及穩定性評估提供了理論支撐。此外，針對公路、鐵路旋紋巴以及水利等領域隧/巷道工程建設中出現的擠壓大變形控制技術難點，研永凝蒸發了包括高預應力注漿錨桿、微膨脹注漿加固材料、緩衝釋能器、泡沫混凝土輕質充填材料及多種混凝土外加劑（包括：泡沫劑、高效液體速凝劑府轎拘敬、潤管劑和增粘劑等）在內的系列產品，形成以新型高預應力錨桿/索、注漿加固材料和釋能支護結構為核心的超大埋深超長隧道大變形主動控制理論體系與技術。

出版中、英文（章節）專著各1部。發表SCI/EI收錄論文100餘篇（其中SCI論文46篇，EI論文49篇）。申請/授權發明專利38項。獲得國家科技進步二等獎1項（排名3）、中國岩石力學與工程學會技察旋殃術發明獎一等獎1項（排名1）、湖北省科技進步一等獎2項（排名2、4）、其他省部講殃拔級獎勵4項。

相關研究成果在西藏、青海、新疆等多個寒區及軟岩大變形地下工程中得到套用，產生了顯著的經濟與社會效益。

科研項目與成果

主要代表性論著：

[1] Yuan Jingqiang, Chen Weizhong, Tan Xianjun*, et al. An effective thermal conductivity model of rocks considering variable saturation and pore structure: Theoretical modelling and experimental validations. International Communications in Heat and Mass Transfer, 2021, 121, 105088.

[2] Yuan Jingqiang, Chen Weizhong, Tan Xianjun*, et al. Study on the permeability characteristics of foamed concrete using a pore-scale model from X-ray micro computed tomography (micro-CT) image reconstruction and numerical simulation. Journal of Materials in Civil Engineering. DOI:10.1061/(ASCE)MT.1943-5533. 0003735.

[3] Tan, Xianjun, Chen, Weizhong, et al. Experimental and theoretical studies on the effects of height-to-diameter ratios on the failure forms and mechanical characteristics of foamed concrete. Journal of Materials in Civil Engineering. 2019, 31(1): 04018341.

[4] Wu Yuexiu., Ma Chishuai., Tan Xianjun*, Yang Diansen. *, Tian, Hongming, Yang, Jianping. A New Evaluation Method for the Uniaxial Compressive Strength ahead of the Tunnel Face Based on the Driving Data and Specification Parameters of TBM. Shock and Vibration, 2019.

[5] Yang Diansen, Wang Wei., Chen Weizong*, Tan Xianjun *, et al. Revisiting the methods for gas permeability measurement in tight porous medium.Journal of Rock Mechanics and Geotechnical Engineering, 2019, 11(2), 263-276.

[6] Tian Hongming, Chen Weizong, Ma Chishuai, Yang Diansheng, Tan, Xianjun*. Energy Release Analysis of a Severe Rockburst in a Headrace Tunnel Crossing a Tectonic Stress Zone. Shock and Vibration, 2019.

[7] Yuan Jingqiang, Chen weizhong, Tan Xianjun*，et al. New Method to Evaluate Antiwashout Performance of Grout for Preventing Water-Inrush Disasters[J]. International Journal of Geomechanics, 2019, 20(2): 06019021.

[8] Tan Xianjun; Chen Weizhong; Liu Hongyuan, et al. A unified model for frost heave pressure in the rock with a penny-shaped fracture during freezing. Cold Regions Science and Technology, 2018, 153: 1-9., 2018, 153: 1-9.

[9] Tan Xianjun, Chen Weizhong, et al. Stress-Strain Characteristics of Foamed Concrete Subjected to Large Deformation under Uniaxial and Triaxial Compressive Loading. Journal of Materials in Civil Engineering, 2018, 30(6): 04018095.

[10] Wu Yuexiu, Song Wanpeng*, Zhao Wusheng*, Tan, Xianjun*. An Experimental Study on Dynamic Mechanical Properties of Fiber-Reinforced Concrete under Different Strain Rates. Applied Sciences, 2018, 8(10): 1904. (IF: 1.689).

[11] Tan Xianjun, Chen Weizhong Wang Jiuhong, et al. Influence of high temperature on the residual physical and mechanical properties of foamed concrete. Construction and Building Materials, 2017, 135: 203-211.

[12] Tan Xianjun, Chen Weizhong Liu Hongyuan, et al. A combined supporting system based on foamed concrete and U-shaped steel for underground coal mine roadways undergoing large deformations. Tunnelling and Underground Space Technology, 2017, 68: 196-210.

[13] Wu Yuexiu, Tan, Xianjun*, Liu, Quansheng, et al. Structural Foamed Concrete With Lightweight Aggregate and Polypropylene Fiber: Product Design Through Orthogonal Tests. Polymers & Polymer Composites, 2016, 24(2):173-178.

[14] Tan Xianjun; Chen Weizhong; Dai Yonghao; et al. Experimental research on the mixture mechanism of polluted and fresh air at the portal of small-space road tunnels. Tunnelling and Underground Space Technology, 2015,50: 118–128. (IF: 2.418).

[15] Tan Xianjun, Chen Weizhong, Hao Yingge; et al. Experimental Study of Ultralight (<300？kg/m3) Foamed Concrete. Advances in Materials Science and Engineering, 2014, doi:10.1155/2014/514759.

[16] Tan Xianjun; Chen Weizhong et al. Study on influence of airflow on the temperature of surrounding rock in a cold region tunnel and its application to the insulation layer design. Applied Thermal Engineering, 2014, 67: 320-334.

[17] Tan Xianjun; Chen Weizhong; Wu Guojun; et al. Degradation characteristics of foamed concrete with lightweight aggregate and polypropylene fiber under freeze-thaw cycles. Magazine of Concrete Research, 2013, 65(12): 720–730.

[18] Tan Xianjun; Chen Weizhong; et al. Numerical simulations of heat transfer with ice–water phase change occurring in porous media and application to a cold-region tunnel. Tunnelling and Underground Space Technology, 2013, 38: 170–179.

[19] Tan Xianjun; Chen Weizhong; Wu Guojun; et al. Study of air？ow in a cold-region tunnel using a standard k-g turbulence model and air-rock heat transfer characteristics: validation of the CFD results. Heat and Mass Transfer, 2013, 49:327–336.

[20] Tan Xianjun; Chen Weizhong; Yang Jianping; et al., Laboratory investigations on the mechanical properties degradation of granite under freeze-thaw cycles, Cold Regions Science and Technology, 2011, 68(3): 130-138.

[21] Tan Xianjun; Chen Weizhong; Tian Hongming; et al, Water flow and heat transport including ice/water phase change in porous media: Numerical simulation and application, Cold Regions Science and Technology, 2011, 68(12): 74-84.

[2] Yuan Jingqiang, Chen Weizhong, Tan Xianjun*, et al. Study on the permeability characteristics of foamed concrete using a pore-scale model from X-ray micro computed tomography (micro-CT) image reconstruction and numerical simulation. Journal of Materials in Civil Engineering. DOI:10.1061/(ASCE)MT.1943-5533. 0003735.

[3] Tan, Xianjun, Chen, Weizhong, et al. Experimental and theoretical studies on the effects of height-to-diameter ratios on the failure forms and mechanical characteristics of foamed concrete. Journal of Materials in Civil Engineering. 2019, 31(1): 04018341.

[4] Wu Yuexiu., Ma Chishuai., Tan Xianjun*, Yang Diansen. *, Tian, Hongming, Yang, Jianping. A New Evaluation Method for the Uniaxial Compressive Strength ahead of the Tunnel Face Based on the Driving Data and Specification Parameters of TBM. Shock and Vibration, 2019.

[5] Yang Diansen, Wang Wei., Chen Weizong*, Tan Xianjun *, et al. Revisiting the methods for gas permeability measurement in tight porous medium.Journal of Rock Mechanics and Geotechnical Engineering, 2019, 11(2), 263-276.

[6] Tian Hongming, Chen Weizong, Ma Chishuai, Yang Diansheng, Tan, Xianjun*. Energy Release Analysis of a Severe Rockburst in a Headrace Tunnel Crossing a Tectonic Stress Zone. Shock and Vibration, 2019.

[7] Yuan Jingqiang, Chen weizhong, Tan Xianjun*，et al. New Method to Evaluate Antiwashout Performance of Grout for Preventing Water-Inrush Disasters[J]. International Journal of Geomechanics, 2019, 20(2): 06019021.

[8] Tan Xianjun; Chen Weizhong; Liu Hongyuan, et al. A unified model for frost heave pressure in the rock with a penny-shaped fracture during freezing. Cold Regions Science and Technology, 2018, 153: 1-9., 2018, 153: 1-9.

[9] Tan Xianjun, Chen Weizhong, et al. Stress-Strain Characteristics of Foamed Concrete Subjected to Large Deformation under Uniaxial and Triaxial Compressive Loading. Journal of Materials in Civil Engineering, 2018, 30(6): 04018095.

[10] Wu Yuexiu, Song Wanpeng*, Zhao Wusheng*, Tan, Xianjun*. An Experimental Study on Dynamic Mechanical Properties of Fiber-Reinforced Concrete under Different Strain Rates. Applied Sciences, 2018, 8(10): 1904. (IF: 1.689).

[11] Tan Xianjun, Chen Weizhong Wang Jiuhong, et al. Influence of high temperature on the residual physical and mechanical properties of foamed concrete. Construction and Building Materials, 2017, 135: 203-211.

[12] Tan Xianjun, Chen Weizhong Liu Hongyuan, et al. A combined supporting system based on foamed concrete and U-shaped steel for underground coal mine roadways undergoing large deformations. Tunnelling and Underground Space Technology, 2017, 68: 196-210.

[13] Wu Yuexiu, Tan, Xianjun*, Liu, Quansheng, et al. Structural Foamed Concrete With Lightweight Aggregate and Polypropylene Fiber: Product Design Through Orthogonal Tests. Polymers & Polymer Composites, 2016, 24(2):173-178.

[14] Tan Xianjun; Chen Weizhong; Dai Yonghao; et al. Experimental research on the mixture mechanism of polluted and fresh air at the portal of small-space road tunnels. Tunnelling and Underground Space Technology, 2015,50: 118–128. (IF: 2.418).

[15] Tan Xianjun, Chen Weizhong, Hao Yingge; et al. Experimental Study of Ultralight (<300？kg/m3) Foamed Concrete. Advances in Materials Science and Engineering, 2014, doi:10.1155/2014/514759.

[16] Tan Xianjun; Chen Weizhong et al. Study on influence of airflow on the temperature of surrounding rock in a cold region tunnel and its application to the insulation layer design. Applied Thermal Engineering, 2014, 67: 320-334.

[17] Tan Xianjun; Chen Weizhong; Wu Guojun; et al. Degradation characteristics of foamed concrete with lightweight aggregate and polypropylene fiber under freeze-thaw cycles. Magazine of Concrete Research, 2013, 65(12): 720–730.

[18] Tan Xianjun; Chen Weizhong; et al. Numerical simulations of heat transfer with ice–water phase change occurring in porous media and application to a cold-region tunnel. Tunnelling and Underground Space Technology, 2013, 38: 170–179.

[19] Tan Xianjun; Chen Weizhong; Wu Guojun; et al. Study of air？ow in a cold-region tunnel using a standard k-g turbulence model and air-rock heat transfer characteristics: validation of the CFD results. Heat and Mass Transfer, 2013, 49:327–336.

[20] Tan Xianjun; Chen Weizhong; Yang Jianping; et al., Laboratory investigations on the mechanical properties degradation of granite under freeze-thaw cycles, Cold Regions Science and Technology, 2011, 68(3): 130-138.

[21] Tan Xianjun; Chen Weizhong; Tian Hongming; et al, Water flow and heat transport including ice/water phase change in porous media: Numerical simulation and application, Cold Regions Science and Technology, 2011, 68(12): 74-84.