0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Zhang, Chao / Ma, Changkun / Xiong, Jun / Jiang, Quan (2022): Tailings Dam Geotechnical Stability Improvement due to Flocculants Treated Fine Tailings Dewatering. Dans: Geotechnical and Geological Engineering, v. 41, n. 2 (20 septembre 2022).

    https://doi.org/10.1007/s10706-022-02300-9

  2. Duan, Shuqian / Jiang, Xiqing / Jiang, Quan / Xiong, Jiecheng / Li, Chenyang (2023): Theoretical solution and failure analysis of water pressure on lining of deep-buried non-circular hydraulic tunnel based on the equivalent hydraulic radius method. Dans: Engineering Failure Analysis, v. 148 (juin 2023).

    https://doi.org/10.1016/j.engfailanal.2023.107163

  3. Duan, Shuqian / Zhang, Minghuan / Qiu, Shili / Xiong, Jiecheng / Zhang, Hao / Li, Chenyang / Jiang, Quan / Kou, Yongyuan (2024): Tunnel lining crack detection model based on improved YOLOv5. Dans: Tunnelling and Underground Space Technology, v. 147 (mai 2024).

    https://doi.org/10.1016/j.tust.2024.105713

  4. Chen, Dong-Fang / Feng, Xia-Ting / Xu, Ding-ping / Jiang, Quan / Yang, Cheng-Xiang / Yao, Pin-Pin (2016): Use of an improved ANN model to predict collapse depth of thin and extremely thin layered rock strata during tunnelling. Dans: Tunnelling and Underground Space Technology, v. 51 (janvier 2016).

    https://doi.org/10.1016/j.tust.2015.09.010

  5. Hatzor, Yossef H. / Feng, Xia-Ting / Li, Shaojun / Yagoda-Biran, Gony / Jiang, Quan / Hu, Lianxing (2015): Tunnel reinforcement in columnar jointed basalts: The role of rock mass anisotropy. Dans: Tunnelling and Underground Space Technology, v. 46 (février 2015).

    https://doi.org/10.1016/j.tust.2014.10.008

  6. Xu, Ding-ping / Feng, Xia-Ting / Cui, Yu-Jun / Jiang, Quan (2015): Use of the equivalent continuum approach to model the behavior of a rock mass containing an interlayer shear weakness zone in an underground cavern excavation. Dans: Tunnelling and Underground Space Technology, v. 47 (mars 2015).

    https://doi.org/10.1016/j.tust.2014.12.006

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine