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Xinlei Li

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Cheng, Xuansheng / He, Jiuru / Li, Xinlei / Xia, Qingchun / Su, Hongling / Chen, Chaobo (2023): Deformation rule of bored pile & steel support for deep foundation pit in sandy pebble geology. In: Stavební obzor - Civil Engineering Journal, v. 33, n. 3 (30 October 2023).

    https://doi.org/10.14311/cej.2023.03.0022

  2. Cheng, Xuansheng / Yin, Siyuan / Li, Xinlei / Su, Hongling / Chen, Chaobo (2023): Optimisation for sandy pebble deep foundation pit support based on multi-objective fuzzy grey relation projection method. In: Australian Journal of Civil Engineering, v. 22, n. 2 (March 2023).

    https://doi.org/10.1080/14488353.2023.2185342

  3. Sun, Junzu / Ding, Zhiheng / Li, Xinlei / Wang, Zhiyuan (2021): Bond behavior between BFRP bar and basalt fiber reinforced seawater sea-sand recycled aggregate concrete. In: Construction and Building Materials, v. 285 (May 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.122951

  4. Cheng, Xuansheng / Li, Xinlei / Fan, Jin / Li, Guoliang (2018): Seismic Stability of a Tunnel Considering the Dynamic Geologic Parameters of Loess. In: Geotechnical and Geological Engineering, v. 36, n. 6 (14 June 2018).

    https://doi.org/10.1007/s10706-018-0559-y

  5. Sun, Junzu / Ding, Zhiheng / Wei, Yimiao / Li, Xinlei / Wang, Zhiyuan (2021): Compressive behavior of GFRP tube filled with structural polypropylene fiber reinforced seawater coral aggregates concrete. In: Construction and Building Materials, v. 312 (December 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.125372

  6. Sun, Junzu / Wei, Yimiao / Wang, Zhiyuan / Li, Xinlei (2021): A new composite column of FRP-steel-FRP clad tube filled with seawater sea-sand coral aggregate concrete: Concept and compressive behavior. In: Construction and Building Materials, v. 301 (September 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.124096

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