横向课题
[1]山岭隧道穿越不良地质环境施工风险安全控制技术研究，北京市政路桥股份公司，2025.
[2]CZ铁路隧道多变地质钻爆法施工机械化配套技术研究，中铁四局，2024.
[3]复杂地质超大直径海底盾构掘进稳定性控制技术，中铁十四局，2024.
[4]复杂地层和环境城际铁路地下工程施工关键技术研究，中铁十二局，2023.
[5]大直径泥水盾构小净距长距离并行高速铁路施工关键技术研究，中铁十四局，2023.
[6]川藏公路隧道软弱围岩大变形防控关键技术研究，中咨勘察设计研究院，2023.
[7]雄安-大兴机场快线大直径盾构机快速掘进施工技术，中国水利水电第五工程局，2023
[8]四孔小净距隧道施工力学与稳定性控制技术研究，宁波舜通集团有限公司，2023.
[9]基于冗余度理论的基坑工程内支撑体系优化设计方法研究，北京市政院，2023.
[10]深埋富水砂卵石地层盾构隧道开挖面稳定性研究，中铁十五局，项目获中国岩石力学与工程学会科技进步特等奖，2023.
[11]复杂环境小半径曲线并行盾构施工关键技术，中铁三局，2023.
[12]大直径盾构隧道下穿高速铁路路基沉降控制技术研究，中铁设计，2023.
[13]盾构隧道机械法施工竖井封底试验关键技术研究，北京建工集团有限责任公司，2022.
[14]深大复杂基坑智能化监测与分析，中建二局，2021.
[15]基于监测数据的基坑安全评价方法研究，中建二局，2022.
[16]盾构管片受力特性研究与设计参数优化，南通铁建建设构件有限公司，2022.
[17]隧道预制装配式衬砌力学性能与设计理论研究，中铁一院，2020.
[18]隧道洞口段变形机理及滑坡对运营隧道的影响研究，山西交通控股集团，2021.
[19]地铁富水砂卵石地层暗挖工程不降水施工综合技术研究与应用，中铁十九局，2021.
[20]复杂地质与环境城市高速铁路隧道修建关键技术，项目获山西省科技进步三等奖，2020.
[21]清华园隧道轨下预制结构底部压浆材料力学性能试验，中铁十四局，2019.
[22]川藏线米林隧道冰水堆积体施工关键技术研究，中铁十九局，2019.
[23]矿山法隧道排水系统土工布及盲管堵塞试验研究，中铁四院，2019.
[24]京张高铁八达岭隧道外水压力监测，中铁五局，2018.
[25]超大断面小净距隧道中夹岩墙稳定性与控制技术研究，西南交通大学，2015.
[26]复杂环境下小断面引水隧洞长距离施工关键技术，中铁十二局，项目获山西省科技进步三等奖，2016.
[27]高地应力强膨胀性软弱围岩隧道修建关键技术，中铁十二局，2015.
[28]复杂环境地质条件下的长大山岭隧道建造技术研究，中铁设计，2015.
[29]天平山隧道大断面软弱围岩施工关键技术，中铁十二局，项目获山西省科技进步二等奖，2015.
代表性论著
[1]Gao, X., Li, P., J, Z., Zhang, M., Wang, H., Liu, Z., Jia Z., 2024. Bearing capacities and failure behaviors of segments with a mid-span opening for a shield subway tunnel. Structure and Infrastructure Engineering.
[2]Xie, J., Li, P., Zhang, M., Cao, L., Jia, F., Li, S., 2024. Analytical investigation of the shield-soil rotary friction on tunnelling-induced ground mechanical reactions. Comput. Geotech. 165, 105922.
[3]Zhang, M., Ge, C., Li, P., Wan, W., Yang M., 2024. Bearing capacities and failure behaviors of bolt fasten wedge (BFW) active joints used in prestressed internal supports. Tunn. Undergr. Space Technol. 143, 105438. https://doi.org/10.1016/j.tust.2023.105438
[4]X. Gao, P. Li, M. Zhang, H. Wang, Z. Jia, W. Feng, Effect of local openings on bearing behavior and failure mechanism of shield tunnel segments, Underground Space (2024), doi: https://doi.org/10.1016/j.undsp.2023.10.006
[5]Fan Wang, Xiuli Du, Pengfei Li. Prediction of subsurface settlement induced by shield tunnelling in sandy cobble stratum. Journal of Rock Mechanics and Geotechnical Engineering, 2023-11-1, Online.
[6]Li, P., Cui, X., Wei, Y., Xia, J., Wang, X., 2023. Calibration method of mesoscopic parameter in sandy cobble soil triaxial test based on PFC3D. Front. Struct. Civ. Eng., https://doi.org/10.1007/s11709-023-0028-4.
[7]Li, P., Jia, Z., Zhang, M., Gao, X., Wang, H., Feng, W., 2023. Bending failure performance of a shield tunnel segment based on full-scale test and numerical analysis. Front. Struct. Civ. Eng., https://doi.org/10.1007/s11709-023-0973-y.
[8]Q. Di, P. Li, M. Zhang et al., Experimental study on stress distribution characteristics of a shield tunnel under passive failure, Engineering Failure Analysis, 154 (2023) 107725, https://doi.org/10.1016/j.engfailanal.2023.107725
[9]Xinyu Wang, Bin Dong, Xicai Gao, Pengfei Li, Shuren Wang, Bin Hu. Dynamic Behaviour and Energy Evolution of Granite in a Tunnel Under Cyclic Impact Loading, Rock Mechanics and Rock Engineering, https://doi.org/10.1007/s00603-023-03537-3
[10]J. Xie, P. Li, M. Zhang, F. Jia, S. Li, Analytical solutions of ground settlement induced by yaw in a space curved shield tunnel, Underground Space (2023), doi: https://doi.org/10.1016/j.undsp. 2023.03.005
[11]X. Wang, C. Wang, P. Li, D. Tian, J. Wang, B. Liu, Experimental study on new grouting material of acidic sodium silicate and its properties of grouted-sand, Constr. Build. Mater. 131955 (2023), 392.
[12]Li, P., Cui, X., Xia, J., Wang, X. Analytical solutions of limit support pressure and vertical earth pressure on cutting face for tunnels. Undergr. Space 2023, 12, 65–78. https://doi.org/10.1016/j.undsp.2023.02.004
[13]Di, Q., Li, P., Zhang, M., Cui, X., 2023. Experimental study of face stability for shield tunnels in sandy cobble strata of different densities. Tunn. Undergr. Space Technol. 135, 105029.
[14]Li, P., Chen, Y., Huang, J., Wang, X., Liu, J., Wu, J., 2023. Design principles of prestressed anchors for tunnels considering bearing arch effect. Comput. Geotech. 156, 105307.
[15]Q. Di, P. Li, M. Zhang et al., 2022. Analysis of face stability for tunnels under seepage flow in the saturated ground, Ocean Engineering, 226, 112674. https://doi.org/10.1016/j.oceaneng.2022.112674
[16]Q. Di, P. Li, M. Zhang et al., Investigation of progressive settlement of sandy cobble strata for shield tunnels with different burial depths, Engineering Failure Analysis, 141 (2022) 106708, https://doi.org/10.1016/j.engfailanal.2022.106708
[17]Q. Di, P. Li, M. Zhang et al., Influence of relative density on deformation and failure characteristics induced by tunnel face instability in sandy cobble strata, Engineering Failure Analysis, 141 (2022) 106641, https://doi.org/10.1016/j.engfailanal.2022.106641
[18]Di, Q.G.; Li, P.F.; Zhang, M.J.; Wu, J. Influence of permeability anisotropy of seepage flow on the tunnel face stability, Underground Space. 2023, 8.
[19]Zheng H.B.,Li P.F.*, Ma G.W., 2021. Stability analysis of the middle soil pillar for asymmetric parallel tunnels by using model testing and numerical simulations. Tunn. Undergr. Space Technol. 108, 103686. (DOI: 10.1016/j.tust.2020.103686)
[20]Li S.H.,Li P.F.*, Zhang M.J., 2021. Analysis of additional stress for a curved shield tunnel. Tunn. Undergr. Space Technol., 107, 103675 (DOI: 10.1016/j.tust.2020.103675).
[21]Mingju Zhang, Zhitian Xie,Pengfei Li, 2020. Experimental and numerical investigation on the bearing capacity of disconnectable coupling (DC) joints for prestressed internal bracing in subway excavations. Tunn. Undergr. Space Technol. Volume 104, October 2020, 103501 (DOI: 10.1016/j.tust.2020.103501)
[22]Zhang, Z.,Li, P.*, Li, Z. et al. A Prefabricated Underground Cylindrical Garage and a Corresponding Stiffness Analysis. Int J Steel Struct (2020). https://doi.org/10.1007/s13296-020-00334-4
[23]Pengfei Li,HonghaoZou, Fan Wang, Haocheng Xiong, 2019. An analytical mechanism of limit support pressure on cutting face for deep tunnels in the sand. Computers and Geotechnics. (DOI: 10.1016/j.compgeo.2019.103367)
[24]MingjuZhang,ShaohuaLi,Pengfei Li*, 2019. Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel. Computers and Geotechnics. (DOI: 10.1016/j.compgeo.2019.103325)
[25]Li P.F, Wang F., Fang Q.*, Undrained analysis of ground reaction curves for deep tunnels in saturated ground considering the effect of ground reinforcement, Tunnelling and Underground Space Technology, 2018, 71(1): 579-590.
[26]Mingju Zhang, Shaohua Li,Pengfei Li*, 2019. Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel. Computers and Geotechnics. (DOI: 10.1016/j.compgeo.2019.103325)
[27]Wan T.,Li P.F.*, Zheng H., Zhang M.J. 2019. An analytical model of loosening earth pressure in front of tunnel face for deep-buried shield tunnels in sand. Computers and Geotechnics. (DOI: 10.1016/j.compgeo.2019.103170)
[28]Li P.F., Chen K.Y, Wang F.*, Li Z., 2019. An upper-bound analytical model of blow-out for a shallow tunnel in sand considering the partial failure within the face. Tunn. Undergr. Space Technol. Volume 91, September 2019. (DOI: 10.1016/j.tust.2019.05.019)
[29]Li P.F., Wang F., Zhang C.P., Li Z*. 2019. Face stability analysis of a shallow tunnel in the saturated and multilayered soils in short-term condition. Computers and Geotechnics, 107: 25-35. (DOI: 10.1016/j.compgeo.2018.11.011)
[30]Li P.F., Wang F., Fan L.F.*, Wang H.D., Ma G.W. 2019. Analytical scrutiny of loosening pressure on deep twin-tunnels in rock formations. Tunn. Undergr. Space Technol. 83, 373-380. (DOI: 10.1016/j.tust.2018.10.007)
[31]Li P.F., Liu H.C, Zhao Y., Li Z.*, 2018. A bottom-to-up drainage and water pressure reduction system for railway tunnels. Tunn. Undergr. Space Technol. Volume 81, November 2018, Pages 296-305. (DOI: 10.1016/j.tust.2018.07.027)
[32]Zhang M.J., Liu Y., Fan L.F.,Li P.F.*,Performance of constructing a double-deck subway station by combining the shield method and cavern–pile method, Tunnelling and Underground Space Technology, 2017:120-131.
