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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. Hu, Jiang / Ma, Fuheng / Li, Xing (2023): Analysis of Deformation Formation Causes and Reinforcement Disposal Effects in Deep Excavated Expansive Soil Canal Slope: Case Study. Dans: International Journal of Geomechanics, v. 23, n. 5 (mai 2023).

    https://doi.org/10.1061/ijgnai.gmeng-8265

  2. Lou, Benxing / Ma, Fuheng (2022): Evolution on fracture properties of concrete during steam curing. Dans: Case Studies in Construction Materials, v. 16 (juin 2022).

    https://doi.org/10.1016/j.cscm.2022.e01105

  3. Hu, Jiang / Ma, Fuheng (2021): Comparison of hierarchical clustering based deformation prediction models for high arch dams during the initial operation period. Dans: Journal of Civil Structural Health Monitoring, v. 11, n. 4 (juin 2021).

    https://doi.org/10.1007/s13349-021-00487-8

  4. Hu, Jiang / Ma, Fuheng (2020): Statistical modelling for high arch dam deformation during the initial impoundment period. Dans: Structural Control and Health Monitoring, v. 27, n. 12 (4 novembre 2020).

    https://doi.org/10.1002/stc.2638

  5. Hu, Jiang / Ma, Fuheng / Wu, Suhua (2018): Comprehensive investigation of leakage problems for concrete gravity dams with penetrating cracks based on detection and monitoring data: A case study. Dans: Structural Control and Health Monitoring, v. 25, n. 4 (avril 2018).

    https://doi.org/10.1002/stc.2127

  6. Hu, Jiang / Ma, Fuheng / Wu, Suhua (2018): Anomaly identification of foundation uplift pressures of gravity dams based on DTW and LOF. Dans: Structural Control and Health Monitoring, v. 25, n. 5 (mai 2018).

    https://doi.org/10.1002/stc.2153

  7. Hu, Jiang / Ma, Fuheng (2016): Comprehensive Investigation Method for Sudden Increases of Uplift Pressures beneath Gravity Dams: Case Study. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 5 (octobre 2016).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000874

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