朱谭谭 讲师

公路学院

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学位: 工学博士

毕业院校: 重庆大学

邮件: tantan.zhu@foxmail.com

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出生年月: 1989-10-15

办公地点: 博导楼

个人资料

  • 学院: 公路学院
  • 性别:
  • 出生年月: 1989-10-15
  • 职称: 讲师
  • 学位: 工学博士
  • 学历: 博士研究生
  • 毕业院校: 重庆大学
  • 联系电话:
  • 电子邮箱: tantan.zhu@foxmail.com
  • 通讯地址:
  • 邮编:
  • 传真:
  • 办公地址: 博导楼
  • 教育经历:

    重庆大学,博士

    中国矿业大学,硕士

    中国矿业大学,本科

个人简介

朱谭谭,男,山东泰安人,硕士生导师。在Rock Mechanics and Rock Engineering》《International Journal of Rock Mechanics and Mining Sciences》《Engineering Fracture Mechanics》等行业权威期刊共发表SCIEI论文30余篇;获授权发明专利10项,软件著作权1项;《Rock Mechanics and Rock Engineering》《Engineering Fracture Mechanics》《Bulletin of Engineering Geology and the Environment》等10余本期刊审稿人;主持国家自然科学基金、中国博士后科学基金陕西省自然科学基础研究计划等纵、横向科研课题8项;荣获中国交通运输协会科学技术进步一等奖1项,中国公路学会科学技术进步三等奖1项;世界交通运输大会技术委员会委员、陕西省公路学会隧道工程分会委员。主要研究方向包括寒区隧道冻害绿色防治理论与关键技术、裂隙岩体冻胀致灾机理等。

欢迎对以上研究方向感兴趣的土木水利专硕和隧道工程学硕报考。

邮箱:tantan.zhu@foxmail.com


社会职务

世界交通运输大会技术委员会委员

陕西省公路学会隧道工程分会委员

研究领域

(1)寒区隧道冻害绿色防治理论与关键技术

(2)裂隙岩体冻胀致灾机理


开授课程

《土质学与土力学》

《隧道工程》

科研项目

主持科研项目:

[1]国家自然科学基金青年项目:冻融-振动耦合作用下顺层边坡多尺度多级次裂隙系统演化与致灾机理,423072222024.01-2026.12主持.

[2]中国博士后科学基金:寒区隧道富水裂隙围岩冻胀致灾机理研究,2021M6927482021.06-2023.09主持.

[3]陕西省自然科学基础研究计划:寒区隧道损伤围岩冻害发生机理及冻害风险研究,2021JQ-2702021.01-2022.12主持.

[4]中央高校基本科研费资助项目:基于地热利用的寒区隧道保温机理与冻害防治关键技术研究,3001022142042024.01-2026.12主持.

[5]山区桥梁及隧道工程国家重点实验室开放基金:基于恒刚度约束模型的寒区隧道裂隙围岩冻胀致灾机理研究,SKLBT-22062023.09-2025.08主持.

[6]黄土地区公路建设与养护技术交通行业重点实验室开放基金:寒区隧道恒刚度约束裂隙围岩冻胀致灾机理研究,KLTLR-Y23-52024.01-2025.12主持.

[7]三峡库区地质灾害教育部重点实验室开放基金:水-力耦合作用下库区顺层边坡裂隙系统演化致灾机理,2023KDZ092023.12-2025.11主持.

[8]中央高校基本科研业务费资助项目:开挖卸荷作用下岩体剪切破裂机理,3001022103072020.01-2021.12主持.

[9]中央高校基本科研业务费资助项目:浅埋黄土隧道上覆土体内部位移与支护力学特性研究,3001022125032022.01-2023.12主持.

[10]企事业单位委托项目:高寒高地应力隧道富水裂隙性围岩冻胀致灾机理研究,2023.09-2024.08主持.


论文

[1]      朱谭谭, 靖洪文*, 苏海健, 尹乾, 杜明瑞. 含双圆形孔洞砂岩单轴压缩力学特性试验研究[J]. 岩土工程学报, 2015, 37(6): 1047-1056.

[2]      朱谭谭, 靖洪文*, 苏海健, 尹乾. 孔洞-裂隙组合型缺陷砂岩力学特性试验研究[J]. 煤炭学报, 2015, 40(7): 1518-1525.

[3]      Zhu Tantan, Huang Da*. Experimental investigation of the shear mechanical behavior of sandstone under unloading normal stress[J]. International Journal of Rock Mechanics and Mining Sciences, 2019, 114: 186-194.

[4]      Zhu Tantan, Huang Da*. Influences of the diameter and position of the inner hole on the strength and failure of disc specimens of sandstone determined using the Brazilian split test[J]. Journal of Theoretical and Applied Mechanics, 2019, 57(1): 127-140.

[5]      Zhu Tantan, Chen Jianxun, Huang Da*, Luo Yanbin, Li Yao, Xu Longfei. A DEM-based approach for modeling the damage of rock under freeze-thaw cycles[J]. Rock Mechanics and Rock Engineering, 2021, 54: 2843-2858.

[6]      Zhu Tantan, Huang Da*, Chen Jianxun, Luo Yanbin, Xu Longfei. Experimental and numerical study on the shear strength and strain energy of rock under constant shear stress and unloading normal stress[J]. CMES-Computer Modeling in Engineering & Sciences, 2021, 127(1): 79-97.

[7]      Zhu Tantan, Su Zhongming, Li Ang, Huang Da, Zong Xilei, Ma Fuwang. Study of the evolution of the frost–heaving pressure of a tunnel lining based on a constant stiffness constraint model[J]. Cold Regions Science and Technology, 2022, 202: 103644 .

[8]      朱谭谭, 李昂, 黄达, 宗西垒, 马福旺. 应力-冻融耦合作用下砂岩变形与损伤特征研究[J]. 岩石力学与工程学报, 2023, 42(2): 342-351.

[9]      Zhu Tantan*, Jing Hongwen, Su Haijian, Yin Qian, Du Mingrui, Han Guansheng. Physical and mechanical properties of sandstone containing a single fissure after exposure to high temperatures[J]. International Journal of Mining Science and Technology, 2016, 26: 319-325.

[10]  Zhu Tantan*, Li Yao. Impacts of disk rock sample geometric dimensions on shear fracture behavior in a punch shear test[J]. CMES-Computer Modeling in Engineering & Sciences, 2021, 126(2): 457-477.

[11]  Huang Da, Zhu Tantan*. Experimental and numerical study on the strength and hybrid fracture of sandstone under tension-shear stress[J]. Engineering Fracture Mechanics, 2018, 200: 387-400.

[12]  Huang Da, Zhu Tantan*. Experimental study on the shear mechanical behavior of sandstone under normal tensile stress using a new double-shear testing device[J]. Rock Mechanics and Rock Engineering, 2019, 52: 3467-3474.

[13]  Dong Fangfang, Zhu Tantan*, Huang Da. Experimental study on the energy characteristics of sandstone in direct shear test under a decreasing normal stress[J]. Arabian Journal of Geosciences, 2021, 141358.

[14]  董方方, 朱谭谭*, 屈子健. 基于颗粒流的富水岩石冻融后拉伸力学行为研究[J]. 河北工程大学自然版, 2021, 38(3): 22-29.

[15]  Liu Richeng, Zhu Tantan, Jiang Yujing*, Li Bo, Yu Liyuan, Du Yan, Wang Yingchao. A predictive model correlating permeability to two-dimensional fracture network parameters[J]. Bulletin of Engineering Geology and The Environment, 2019, 78: 1589-1605.

[16]  孟波, 靖洪文*, 朱谭谭. 西部侏罗系软岩巷道松动圈演化机理模型试验[J]. 中国矿业大学学报. 自然科学版, 2014, 43(6): 1003-1010+1037.

[17]  Yin Qian*, Jing Hongwen, Zhu Tantan. Mechanical behavior and failure analysis of granite specimens containing two orthogonal fissures under uniaxial compression[J]. Arabian Journal of Geosciences, 2016, 9:31.

[18]  Yin Qian*, Jing HongWen, Zhu Tantan. Experimental study on mechanical properties and cracking behavior of pre-cracked sandstone specimens under uniaxial compression[J]. Indian Geotechnical Journal, 2017, 47(3): 265-279.

[19]  黄达, 张永发*, 朱谭谭, 陈洪凯. 砂岩拉-剪力学特性试验研究[J]. 岩土工程学报, 2019, 41(2): 272-276.

[20]  黄达, 郭颖泉*, 朱谭谭, 张永发. 法向卸荷条件下含单裂隙砂岩剪切强度与破坏特征试验研究[J]. 岩石力学与工程学报, 2019, 38(7): 1297-1306.

[21]  Yin Qian, Jing Hongwen, Zhu Tantan, Wu Lizhou*, Su Haijian, Yu Liyuan. Spatiotemporal evolution characteristics of fluid flow through large-scale 3D rock mass containing filling joints: an experimental and numerical study[J]. Geofluids, 2021, 8883861.

[22]  Li Yao*, Li Jiaping, Zhu Tantan, Han Kuan. Size effect on contact behavior in DEM simple shear tests[J]. Scientific Reports, 2021, 11: 19914.

[23]  尹乾*, 靖洪文, 苏海健, 朱谭谭. 高温后花岗岩断裂特性的加载速率效应研究[J]. 中国矿业大学学报. 自然科学版, 2015, 44(4): 597-603.

[24]  Yin Qian, Jing Hongwen*, Dai Dapeng, Zhu Tantan, Zhao Honghui, Meng Bo. Cable-truss supporting system for gob-side entry driving in deep mine and its application[J]. International Journal of Mining Science and Technology, 2016, 26: 885-893.

[25]  杜明瑞, 靖洪文*, 苏海健, 朱谭谭. 孔洞形状对砂岩强度及破坏特征的影响[J]. 工程力学, 2016, 33(7): 190-196+219.

[26]  杜明瑞, 靖洪文*, 苏海健, 朱谭谭. 含预制椭圆形孔洞砂岩强度及破坏特征试验研究[J]. 中国矿业大学学报. 自然科学版, 2016, 45(6): 1164-1171.

[27]  Du Mingrui, Jing Hongwen*, Su Haijian, Zhu Tantan, Chen Minliang. Strength and failure characteristics of sandstone containing two circular holes filled with two types of inclusions under uniaxial compression[J]. Journal of Central South University, 2017,  24: 2487-2495.

[28]  Liu Richeng, Jing Hongwen*, He Lixin, Zhu Tantan, Yu Liyuan, Su Haijian. An experimental study of the effect of fillings on hydraulic properties of single fractures[J]. Environmental Earth Sciences, 2017, 76: 684.

[29]  韩观胜, 靖洪文*, 苏海健, 朱谭谭, 杜明瑞, 熊飞, 吴疆宇. 预制双圆形孔洞砂岩强度与变形破坏特征[J]. 煤炭学报, 2017, 42(4): 871-878.

[30]  Sun Jianqiang, Li Xian*, Geng Qi, Zhu Tantan. Effect of loess particle shape on its performance under biaxial compression[J]. Australian Journal of Earth Sciences, 2019, 68(6): 899-912.

[31]  尹乾*, 靖洪文, 苏海健, 张科, 朱谭谭. 单轴压缩下充填正交裂隙花岗岩强度及裂纹扩展演化[J]. 中国矿业大学学报. 自然科学版, 2016, 45(2): 225-232.

[32]  Zeng Bin, Huang Da*, Ye Siqiao, Chen Fuyong, Zhu Tantan, Tu Yiliang. Triaxial extension tests on sandstone using a simple auxiliary apparatus[J]. International Journal of Rock Mechanics and Mining Sciences, 2019, 120: 29-40.

[33]  Xu Zilong, Luo Yanbin*, Chen Jianxun, Su Zhongming, Zhu Tantan, Yuan Jiangpeng. Mechanical properties and reasonable proportioning of similar materials in physical model test of tunnel lining cracking[J]. Construction and Building Materials, 2021, 300: 123960.

[34]  Chen Minliang, Jing Hongwen*, Ma Xiujun, Su Haijian, Du Mingrui, Zhu Tantan. Fracture evolution characteristics of sandstone containing double fissures and a single circular hole under uniaxial compression[J]. International Journal of Mining Science and Technology, 2017, 27: 499-505.

[35]  Xu Longfei, Xu Weijiang*, Zhang Aijun, Weng Xiaolin, Zhao Gaowen, Zhu Tantan. Laboratory model test to explore the bearing mechanism of composite foundation in the loess area[J]. Advances in Civil Engineering, 2021, 6658726.


科技成果

荣誉奖励

[1]    西部交通工程裂隙高边坡成灾机理与防治关键技术,中国交通运输协会,科技进步奖,一等奖,2023排名5/15

[2]    断层发育区隧道开挖围岩稳定性控制关键理论、方法及技术,中国公路学会,科技进步奖,三等奖,2023,排名4/5


工作经历

2019.12-2023.10  长安大学公路学院,博士后

2019.07-今  长安大学公路学院,讲师