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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. Lye, Chao-Qun / Dhir, Ravindra K. / Ghataora, Gurmel S. (2022): Estimation Models for Creep and Shrinkage of Concrete made with Natural, Recycled and Secondary Aggregates. In: Magazine of Concrete Research, v. 74, n. 8 (April 2022).

    https://doi.org/10.1680/jmacr.20.00007

  2. Lye, Chao-Qun / Dhir, Ravindra K. / Ghataora, Gurmel S. (2021): Estimation Model for Elastic Modulus of Concrete made with Natural Aggregates and Recycled and Secondary Aggregates. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 174, n. 7 (July 2021).

    https://doi.org/10.1680/jstbu.19.00060

  3. Lye, Chao-Qun / Dhir, Ravindra K. / Ghataora, Gurmel S. / Li, Hui (2016): Creep strain of recycled aggregate concrete. In: Construction and Building Materials, v. 102 (January 2016).

    https://doi.org/10.1016/j.conbuildmat.2015.10.181

  4. Lye, Chao-Qun / Dhir, Ravindra K. / Ghataora, Gurmel S. (2016): Carbonation resistance of GGBS concrete. In: Magazine of Concrete Research, v. 68, n. 18 (September 2016).

    https://doi.org/10.1680/jmacr.15.00449

  5. Lye, Chao-Qun / Dhir, Ravindra K. / Ghataora, Gurmel S. (2015): Carbonation resistance of fly ash concrete. In: Magazine of Concrete Research, v. 67, n. 21 (November 2015).

    https://doi.org/10.1680/macr.15.00204

  6. Lye, Chao-Qun / Koh, Siew-Kiang / Mangabhai, Raman / Dhir, Ravindra K. (2015): Use of copper slag and washed copper slag as sand in concrete: a state-of-the-art review. In: Magazine of Concrete Research, v. 67, n. 12 (June 2015).

    https://doi.org/10.1680/macr.14.00214

  7. Lye, Chao-Qun / Dhir, Ravindra K. / Ghataora, Gurmel S. (2017): Deformation of concrete made with crushed recycled glass cullet fine aggregate. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 170, n. 5 (May 2017).

    https://doi.org/10.1680/jstbu.16.00157

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