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    储昭飞

    • 硕士生导师
    • 主要任职:无
    • 其他任职:无
    • 性别:男
    • 学历:博士研究生毕业
    • 在职信息:在职
    • 所在单位:土木建筑工程学院
    • 办公地点:土木建筑工程学院结构楼
    • 联系方式:15201346302
    • 电子邮箱:

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    个人简介

    学习经历:

    2015/9-2018/10,北京交通大学,土木建筑工程学院,岩土工程

    2014/9-2015/9,北京交通大学,土木建筑工程学院,岩土工程

    2010/9-2014/6,北京交通大学,土木建筑工程学院,土木工程,学士

    工作经历:

    2018.12~2021.12,武汉大学,博士后,合作导师:吴志军教授

    2022.01~至今,武汉大学,特聘副研究员

    主要科研项目:

    (1)国家自然科学基金(联合重点项目),U22A20234,地下工程施工过程“人-机-岩”信息互馈机理及智能化决策,2023-01-01至2026-12-31,255万元,子课题负责人(承担经费100万);

    (2)国家自然科学基金(面上项目),52378410,高应力层状软岩隧道流变挤压变形机理及预应力锚固长期控制研究,2024/01-2027/12,主持,在研,50万元;

    (3)国家自然科学基金(青年项目),51908431,深部软弱流变地层中隧道围岩与“让压变形”支护系统间相互作用关系,2019/01-2022/12,主持,在研,26万元;

    (4)中国博士后基金(面上),2019M662710, 深埋隧道强流变性围岩与屈服可变形支护间作用关系研究,2019/6-2020.12,主持,在研,8.0万元;

    (5)武汉大学自主科研青年教师资助项目,高地应力软岩隧道让压衬砌对围岩流变控制机理研究,8万元,2023.01-2024.12,在研;

    (6)煤炭开采水资源保护与利用国家重点实验室开放项目,2021KF1002, 不同水压下地下水库煤柱坝体裂隙发育机理及注浆防护研究,2021/1-2022.12,主持,在研,20万元;

    (7)武汉市曙光计划项目,2023010201020246 ,基于“人-岩-机”互馈信息的TBM高效智能决策平台,2023/9-2024/9, 主持,在研,10万元;

    (8)城市地下工程教育部重点实验室开放基金项目,TUL2023-02, 富水软岩隧道运营期衬砌长期渗漏劣化机理研究,2023/12-2025/11,主持,在研,3万元;

    (9)矿区深部零碳负碳技术教育部工程研究中心开放基金项目,深部矿区CO2封存多相多场耦合FDEM高效模拟方法及平台,2023/9-2025/8,主持,在研,10万元;

    (10)国家“十一五”科技支撑计划课题,2013BAB10B06,煤层开采对斜井管片结构稳定性影响规律研究,2013/01-2016/12,已结题,参与,760万元;

    (11)国家自然科学基金面上项目,71771020,基于数据分析的地下工程风险辨识及动态评价方法研究,2018/01-2021/12,参与,在研,42万元;

    (12)国家自然科学基金面上项目,42077246,深埋软岩隧道破裂-碎胀大变形锚注加固机制及长期稳定性分析预测,2019/01-2022/12,参与,在研,56万。

    (13)北京交通大学博士创新基金,2017YJS154,流变岩体中隧道围岩-支护作用的时效特性研究,2017/01-2018/12,主持,已结题,3万元;

    (14)湖北省杰出青年基金项目,深部软弱围岩大变形及锚注加固机理与数值模拟方法,40万,2018.10-2021.10,主研;

    (15)中建三局一公司,岩溶发育区小半径大坡度城市盾构隧道建造技术研究,240万,2022/2-2024/12,主研

    主要荣誉与学术职务:

    (1)2012茅以升教育工学奖(学生);2017年博士研究生国家奖学金;

    2)湖北省地下工程学会理事,工程安全与防护分会理事;

    3)2021年西藏自治区,科技进步一等奖,隧道围岩-支护结构变形协调作用分析方法与控制技术,排名7/15;

    (4)2023年第二届“TBM掘进参数数据分与机器学习竞赛”季军(1/6,指导教师);

    (5)2021年国际权威SCI期刊JRMGE优秀审稿人;

    6)中国岩石力学与工程学会会员、美国土木工程师学会(ASCE)会员,国际学术期刊:International Journal of Rock Mechanics and Mining Sciences 、Rock Mechanics and Rock Engineering,Journal of Rock Mechanics and Geotechnical Engineering、Tunnelling and Underground Space Technology、Journal of Engineering Mechanics以及Transportation Geotechnics等多个期刊审稿人。

    主要论文:

    [1] Chu, Z., Wu, Z.*, and Liu, Q.. 2021. “Micro-mechanism of brittle creep in saturated sandstone and its mechanical behavior after creep damage.” International Journal of Rock Mechanics and Mining Sciences, 149, 104994 (JCR Q1,IF=7.135, top). 

    [2] Chu Z., Wu Z*, Liu Q, Weng L, Wang Z, Zhou Y. (2021) . “Evaluating the microstructure evolution behaviors of saturated sandstone using NMR testing under uniaxial short-term and creep compression”. Rock Mechanics and Rock Engineering,54(5). 1-13. (JCR Q1,IF=6.73, top).

    [3] Chu, Z., Wu, Z.*, Liu, Q., and Liu, B. 2021.“Analytical solution for lined circular tunnels in deep viscoelastic Burgers rock considering the longitudinal discontinuous excavation and sequential installation of liners.” Journal of Engineering Mechanics (ASCE), 2021, 147(4), 04021009. (JCR Q2,IF=2.89, ESI 高倍引) 

    [4] Chu, Z., Wu, Z.*, Liu, B., and Liu, Q. 2020. “Analytical solutions for deep-buried lined tunnels considering longitudinal discontinuous excavation in rheological rock mass.” Journal of Engineering Mechanics (ASCE), 146(6), 0402004. (JCR Q2,IF=2.89) .

    [5] Chu, Z., Wu, Z.*, Liu, B., and Liu, Q. 2019. “Coupled analytical solutions for deep-buried circular lined tunnels considering tunnel face advancement and soft rock rheology effects.” Tunnelling and Underground Space Technology, 94, 103111. (JCR Q1,IF=5.91, top). 

    [6] Chu, Z., Wu, Z.*, and Liu, B.. 2022. “Mechanical response of inclined TBM tunnel due to drainage settlement of deep sandstone aquifer.” Tunnelling and Underground Space Technology, 1425144(JCR Q1,IF=5.91, top). 

    [7] Chu, Z., Wu, Z., Liu, Q., Weng, L., Xu, X., Wu, K., Sun, Z., 2024. Viscos-elastic-plastic solution for deep buried tunnels considering tunnel face effect and sequential installation of double linings. Comput. Geotech 165, 105930.

    [8] Wu, Z., Wei, R., Chu, Z. *, and Liu, Q.2021, “Real-time rock mass condition prediction with TBM tunneling big data using a novel rock-machine mutual feedback perception method”. Journal of Rock Mechanics and Geotechnical Engineering, 104748(通讯). 

    [9] Ren, D., Liu, B., Weng, L, and Chu, Z.*, 2022. “An interacting wing-crack based mesoscale model for describing elastoplastic damage behavior of brittle rocks, Computers and Geotechnics, Vol. 146, 104748 (通讯)

    [10] Wu, K Shao, Z.; Jiang, Y.; Zhao, N.; Chu, Z*.,2023,Determination of stiffness of circumferential yielding lining considering the shotcrete hardening property,

     Rock Mechanics and Rock Engineering, 603(22)(通讯)

    [11] Wu, K., Z. Shao*, S. Qin, W. Wei, and Chu, Z. *, 2021.“A critical review on the performance of yielding supports in squeezing tunnels.” Tunnelling and Underground Space Technology. 114 (Apr): 103815. (通讯)

    [12] Weng, L., Wu, Z., Chu, Z.* et al. 2023,Evolution of the Unfrozen Water Content for Partially-Saturated Sandstones and the Critical Degree of Saturation. Rock Mech Rock Eng 56, 1–18 (通讯).

    [13]Lei, Y., Liu, Q., Wen, J., Chu, Z.*, Liu, H. and Du, C, 2024. An efficient Kriging-based calibration framework for FDEM. Engineering Fracture Mechanics 296, 109857.(通讯)

    [14]Wu, K., Song, J., Zheng, X.,Chu, Z.*, 2024, The deformation coordination-dominated design of yielding supports applied in large deformation tunnels. Acta Geotech.  https://doi.org/10.1007/s11440-024-02264-5(通讯)

    [15] Wu, K., Z. Shao, S. Qin, Zhao, N., and Chu, Z. *, 2021. “An improved nonlinear creep model for rock applied to tunnel displacement prediction”, International Journal of Applied Mechanics,500940. (JCR Q1,IF=3.22). (通讯)

    [16] Liu Y, Weng L*, Chu ZF*, 2022. “Numerical investigation of rock dynamic fragmentation during rockslides using a coupled 3D FEM-DEM method”. Journal of Mountain Science ,19 1629-021-6930-0, (JCR Q3,IF=2.07). (通讯)

    [17] Wu K, Xing C., Yang Y.*, Shao Z., Zhao N., Chu Z.*,2023, A unified design model for estimating tunnel performance considering multiple excavation stoppages, Archives of Civil and Mechanical Engineering, Vol 23 (4).(通讯)

    [18] Sun, J., Ren, D., Song, Y., Yu, M., Chu, Z.*, 2020, “A novel model using virtual state variables and Bayesian discriminant analysis to classify surrounding rock stability”. Shock and Vibration, 2020, (JCR Q3,IF=1.543). (通讯)

    [19] 储昭飞,刘保国,李旭*,张宁. 土坡稳定性的分位概率法和分项系数法对比[J]. 岩土工程学报,2017,(01):106-115. (EI) 

    [20] 储昭飞,刘保国*,张磊,史小萌. 孔隙砂岩三轴压缩排水试验及地层失水沉降计算[J]. 岩土力学,2017,38(1):225-232. (EI) 

    [21] 储昭飞,刘保国*,刘开云,孙景来. 非静水场中圆形隧道衬砌与围岩间两种接触的黏弹性解析[J]. 岩土力学,2017, 38(11):3215-3224. (EI)

    [22] 储昭飞*,刘保国,孙景来,等.基于Burgers模型的软岩流变相似材料的研究[J].岩石力学与工程学报,2018.38(5), 1185-1198. (EI) 

    [23] 储昭飞*,刘保国,任大瑞,等. 软岩流变相似材料的研制及物理模型试验应用[J].岩土力学,2019,40(06),2172-2182. (EI) 

    [24] 储昭飞,吴志军*,刘泉声,等.基于核磁共振技术的石膏粉末型3D打印试样水理特性及裂隙渗流特性初探[J].中国科学: 技术科学, (2021) doi:10.1360/SST-2021-0463 (EI) 

    [25] 储昭飞*,刘保国. 盾构法施工深埋斜井的围岩应力变形分析[J]. 北京交通大学学报,2016,40(06):1-6.

    [26] 吴奎,邵珠山,李成龙,赵南南,储昭飞*, 考虑施工中断影响的隧道力学响应解析模型研究[J],工程力学,2023,Vol 40,1-12.

    [27] Wang, Z.,Wu, Z. *,Chu, Z.,Weng, L. 2022, “An Improved wave velocity model for acoustic emission source localization in heterogeneous rock materials with unknown inclusions” Journal of Engineering Mechanics. 148(1): 04021122. doi:10.1061/(ASCE)EM.1943-7889.0002043.

    [28] Yu, M., Liu, B., Chu, Z. et al. 2022, Permeability, deformation characteristics, and damage constitutive model of shale under triaxial hydromechanical coupling. Bull Eng Geol Environ 81, 85.

    [29] Liu, B., Song,Y*, Chu, Z. (2021). “Time-dependent safety of  lining structures of circular tunnels in weak rock strata”. International Journal of Mining Science and Technology,210.

    [30] Sun, J.*, Liu, B., Chu, Z. 2018. “Tunnel collapse risk assessment based on multistate fuzzy bayesian networks”. Quality and Reliability Engineering International, 2018, 34(8),1646-1662.

    [31] Zhao, N.; Shao, Z.; Wu, K; Chu, Z.; Qin, S. 2021. “Time-dependent solutions for lined circular tunnels considering rockbolts reinforcement and face advancement effects”. International Journal of Geomechanics.

    [32] Weng, L., Wu, Z., Liu, Q., Chu, Z., Zhang, S. 2021, “Evolutions of the unfrozen water content of saturated sandstones during freezing process and the freeze-induced damage characteristics”. International Journal of Rock Mechanics and Mining Sciences, 2021, 142, 104757.

    [33] 孙景来,刘保国,储昭飞.隧道坍塌事故类型划分及其主要特征分析[J].中国铁道科学,2018.39(06),44-52.(EI)

    [34] 张磊,刘保国,储昭飞.深厚孔隙砂岩含水层疏干排水对盾构斜井的影响性模型试验[J].吉林大学学报,2019,49(03),789-799.(EI)

    [35]刘洋,吴志军,储昭飞等.基于FDEM的围压条件下机械冲击破岩机理研究[J].中南大学学报(自然科学版),2023,54(03):866-879.

    [36] 张宁,李旭,储昭飞,刘保国. 关于土坡稳定性分析中的分项系数取值的讨论[J]. 岩土工程学报,2016,09:1695-1704.(EI)

    专利:

    [1]  一种岩石多场耦合加载试验系统及方法. CN202210315476.9; 排序:1/6;

    [2]  一种基于CSM-GRU模型的TBM滚刀寿命预测方法及系统, CN202310420751;排序:1/6;

    [3]  基于岩-机互馈感知关系的TBM掘进岩体条件实时预测方法及装置, CN202211004594.4;排序:1/5;

    [4]  非均质岩石波速场的获取方法. CN112630309B,申请号:CN112630309B;排序:4/4;

    [5]  饱和冻结岩石未冻束缚水和未冻自由水含量的获取方法. CN112540096A; 排序:3/3;


    个人学术网址:https://orcid.org/0000-0002-8804-9583