-
Wang, Libin / Cui, Guangyao / Zhang, Chengping / Zhao, Yuanhao / Ma, Jianfei / Min, Bo (2024): Failure characteristics and seismic behavior of steel basalt hybrid fiber reinforced concrete lining for the tunnel in strong earthquake areas. Dans: Engineering Failure Analysis, v. 162 (août 2024).
https://doi.org/10.1016/j.engfailanal.2024.108357
-
Wang, Libin / Niu, Xiaokai / Zhao, Yuanhao / Li, Wei / Song, Wei / Zhang, Chengping (2023): Study on the mechanism and rapid treatment method of leakage disease at the junction between the shaft and shield tunnel. Dans: Engineering Failure Analysis, v. 154 (décembre 2023).
https://doi.org/10.1016/j.engfailanal.2023.107639
-
Tu, Shiqin / Li, Wei / Zhang, Chengping / Wang, Libin / Jin, Zixian / Wang, Saixu (2024): Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method. Dans: Computers and Geotechnics, v. 166 (février 2024).
https://doi.org/10.1016/j.compgeo.2023.106009
-
Zhang, Chengping / Min, Bo / Wang, Haili / Zhang, Sulei (2022): Mechanical properties of the tunnel structures with cracks around voids behind linings. Dans: Thin-Walled Structures, v. 181 (décembre 2022).
https://doi.org/10.1016/j.tws.2022.110117
-
Wang, Saixu / Zhang, Chengping / Li, Wei / Tu, Shiqin / Wang, Libin / Jin, Zixian (2024): Partial collapse mechanism of a horseshoe-shaped tunnel face in layered soils. Dans: Computers and Geotechnics, v. 167 (mars 2024).
https://doi.org/10.1016/j.compgeo.2024.106114
-
Min, Bo / Zhang, Chengping / Zhang, Xu / Wang, Haili / Li, Pengfei / Zhang, Dingli (2020): Cracking performance of asymmetric double-arch tunnels due to the voids behind linings. Dans: Thin-Walled Structures, v. 154 (septembre 2020).
https://doi.org/10.1016/j.tws.2020.106856
-
Min, Bo / Zhang, Chengping / Wang, Ying / Yuan, Tengfei (2024): Experimental and numerical study on the failure performance of cracked tunnel linings. Dans: Structures, v. 63 (mai 2024).
https://doi.org/10.1016/j.istruc.2024.106357
-
Li, Wei / Zhang, Chengping / Tu, Shiqin / Chen, Wen / Ma, Mengshuo (2023): Face stability analysis of a shield tunnel excavated along inclined strata. Dans: Underground Space, v. 13 (décembre 2023).
https://doi.org/10.1016/j.undsp.2023.03.007
-
Zhu, Wenjun / François, Raoul / Zhang, Chengping / Zhang, Dingli (2018): Propagation of corrosion-induced cracks of the RC beam exposed to marine environment under sustained load for a period of 26 years. Dans: Cement and Concrete Research, v. 103 (janvier 2018).
https://doi.org/10.1016/j.cemconres.2017.09.014
-
Tu, Shiqin / Li, Wei / Zhang, Chengping / Chen, Wen (2023): Effect of inclined layered soils on face stability in shield tunneling based on limit analysis. Dans: Tunnelling and Underground Space Technology, v. 131 (janvier 2023).
https://doi.org/10.1016/j.tust.2022.104773
-
Li, Pengfei / Wang, Fan / Zhang, Chengping / Li, Zheng (2019): Face stability analysis of a shallow tunnel in the saturated and multilayered soils in short-term condition. Dans: Computers and Geotechnics, v. 107 (mars 2019).
https://doi.org/10.1016/j.compgeo.2018.11.011
-
Han, Kaihang / Zhang, Chengping / Zhang, Dingli (2016): Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils. Dans: Computers and Geotechnics, v. 79 (octobre 2016).
https://doi.org/10.1016/j.compgeo.2016.05.018
-
Li, Wei / Zhang, Chengping / Zhu, Wenjun / Zhang, Dingli (2019): Upper-bound solutions for the face stability of a non-circular NATM tunnel in clays with a linearly increasing undrained shear strength with depth. Dans: Computers and Geotechnics, v. 114 (octobre 2019).
https://doi.org/10.1016/j.compgeo.2019.103136
-
Min, Bo / Zhang, Chengping / Zhu, Wenjun / Zhang, Xu / Li, Pengfei (2021): Influence of cracks at the invert on the mechanical behavior of the tunnel structures. Dans: Thin-Walled Structures, v. 161 (avril 2021).
https://doi.org/10.1016/j.tws.2020.107405
-
Ye, Zijian / Zhang, Chengping / Ye, Ying (2022): Principle of a low-frequency transient electromagnetic radar system and its application in the detection of underground pipelines and voids. Dans: Tunnelling and Underground Space Technology, v. 122 (avril 2022).
https://doi.org/10.1016/j.tust.2022.104392
-
Wang, Zhichao / Shi, Yufeng / Xie, Yongli / Zhang, Mengze / Liu, Tong / Li, Chong / Zhang, Chengping (2021): Support Characteristic of a Novel Type of Support in Loess Tunnels Using the Convergence–Confinement Method. Dans: International Journal of Geomechanics, v. 21, n. 10 (octobre 2021).
https://doi.org/10.1061/(asce)gm.1943-5622.0002094
-
Li, Wei / Zhang, Chengping (2020): Face Stability Analysis for a Shield Tunnel in Anisotropic Sands. Dans: International Journal of Geomechanics, v. 20, n. 5 (mai 2020).
https://doi.org/10.1061/(asce)gm.1943-5622.0001666
-
Zhang, Zhiguo / Huang, Maosong / Zhang, Chengping / Jiang, Kangming / Wang, Zhiwei / Xi, Xiaoguang (2020): Complex Variable Solution for Twin Tunneling-Induced Ground Movements Considering Nonuniform Convergence Pattern. Dans: International Journal of Geomechanics, v. 20, n. 6 (juin 2020).
https://doi.org/10.1061/(asce)gm.1943-5622.0001700
-
Li, Wei / Zhang, Chengping / Tan, Zhibiao / Ma, Mengshuo (2021): Effect of the seepage flow on the face stability of a shield tunnel. Dans: Tunnelling and Underground Space Technology, v. 112 (juin 2021).
https://doi.org/10.1016/j.tust.2021.103900
-
Zhang, Chengping / Li, Wei / Zhu, Wenjun / Tan, Zhibiao (2020): Face stability analysis of a shallow horseshoe-shaped shield tunnel in clay with a linearly increasing shear strength with depth. Dans: Tunnelling and Underground Space Technology, v. 97 (mars 2020).
https://doi.org/10.1016/j.tust.2020.103291
-
Ye, Zijian / Zhang, Chengping / Ye, Ying / Zhu, Wenjun (2020): Application of transient electromagnetic radar in quality evaluation of tunnel composite lining. Dans: Construction and Building Materials, v. 240 (avril 2020).
https://doi.org/10.1016/j.conbuildmat.2019.117958
-
Yang, Gongbiao / Zhang, Chengping / Cai, Yi / Min, Bo (2019): Complex Analysis of Ground Deformation and Stress for a Shallow Circular Tunnel with a Cavern in the Strata considering the Gravity Condition. Dans: KSCE Journal of Civil Engineering, v. 23, n. 9 (août 2019).
https://doi.org/10.1007/s12205-019-0068-4
-
Zhang, Zhiguo / Zhang, Chengping / Jiang, Kangming / Wang, Zhiwei / Jiang, Yunjuan / Zhao, Qihua / Lu, Minghao (2019): Analytical Prediction for Tunnel-Soil-Pile Interaction Mechanics based on Kerr Foundation Model. Dans: KSCE Journal of Civil Engineering, v. 23, n. 6 (mai 2019).
https://doi.org/10.1007/s12205-019-0791-x
-
Yang, Wenbo / Zhang, Chengping / Liu, Dexiong / Tu, Jiulin / Yan, Qixiang / Fang, Yong / He, Chuan (2019): The effect of cross-sectional shape on the dynamic response of tunnels under train induced vibration loads. Dans: Tunnelling and Underground Space Technology, v. 90 (août 2019).
https://doi.org/10.1016/j.tust.2019.05.006
-
Zhang, Chengping / Cai, Yi / Zhu, Wenjun (2019): Numerical Study and Field Monitoring of the Ground Deformation Induced by Large Slurry Shield Tunnelling in Sandy Cobble Ground. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
https://doi.org/10.1155/2019/4145721
-
Zhang, Zhiguo / Huang, Maosong / Zhang, Chengping / Jiang, Kangming / Lu, Minghao (2019): Time-domain analyses for pile deformation induced by adjacent excavation considering influences of viscoelastic mechanism. Dans: Tunnelling and Underground Space Technology, v. 85 (mars 2019).
https://doi.org/10.1016/j.tust.2018.12.020
-
Li, Xinggao / Zhang, Chengping / Yuan, Dajun (2013): An in-tunnel jacking above tunnel protection methodology for excavating a tunnel under a tunnel in service. Dans: Tunnelling and Underground Space Technology, v. 34 (février 2013).
https://doi.org/10.1016/j.tust.2012.10.004
-
Zhang, Chengping / Han, Kaihang / Zhang, Dingli (2015): Face stability analysis of shallow circular tunnels in cohesive–frictional soils. Dans: Tunnelling and Underground Space Technology, v. 50 (août 2015).
https://doi.org/10.1016/j.tust.2015.08.007
-
Zhang, Chengping / Zhang, Xu / Fang, Qian (2018): Behaviors of existing twin subway tunnels due to new subway station excavation below in close vicinity. Dans: Tunnelling and Underground Space Technology, v. 81 (novembre 2018).
https://doi.org/10.1016/j.tust.2018.07.020