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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. Song, Zijian / Zhang, Yingjie / Liu, Lang / Pu, Qi / Jiang, Linhua / Chu, Hongqiang / Luo, Yuye / Liu, Qingyang / Cai, Huanchun (2021): Use of XPS for quantitative evaluation of tensile-stress-induced degradation of passive film on carbon steel in simulated concrete pore solution. Dans: Construction and Building Materials, v. 274 (mars 2021).

    https://doi.org/10.1016/j.conbuildmat.2020.121779

  2. Pu, Qi / Yao, Yan / Wang, Ling / Shi, Xingxiang / Luo, Jingjing / Xie, Yifei (2017): The investigation of pH threshold value on the corrosion of steel reinforcement in concrete. Dans: Computers and Concrete, v. 19, n. 3 (mars 2017).

    https://doi.org/10.12989/cac.2017.19.3.257

  3. Yang, Hu / Jiang, Linhua / Zhang, Yan / Pu, Qi (2013): Flexural Strength of Cement Paste Beam under Chemical Degradation: Experiments and Simplified Modeling. Dans: Journal of Materials in Civil Engineering (ASCE), v. 25, n. 5 (mai 2013).

    https://doi.org/10.1061/(asce)mt.1943-5533.0000627

  4. Pu, Qi / Jiang, Linhua / Xu, Jinxia / Chu, Hongqiang / Xu, Yi / Zhang, Yan (2012): Evolution of pH and chemical composition of pore solution in carbonated concrete. Dans: Construction and Building Materials, v. 28 (mars 2012).

    https://doi.org/10.1016/j.conbuildmat.2011.09.006

  5. Yang, Hu / Jiang, Linhua / Zhang, Yan / Pu, Qi / Xu, Yi (2012): Predicting the calcium leaching behavior of cement pastes in aggressive environments. Dans: Construction and Building Materials, v. 29 (avril 2012).

    https://doi.org/10.1016/j.conbuildmat.2011.10.031

  6. Jiang, Linhua / Song, Zijian / Yang, Hu / Pu, Qi / Zhu, Qiao (2013): Modeling the chloride concentration profile in migration test based on general Poisson Nernst Planck equations and pore structure hypothesis. Dans: Construction and Building Materials, v. 40 (mars 2013).

    https://doi.org/10.1016/j.conbuildmat.2012.11.049

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