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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. Doh, Young S. / Yun, Kyong K. / Amirkhanian, Serji N. / Kim, Kwang W. (2007): Framework for developing a static strength test for measuring deformation resistance of asphalt concrete mixtures. In: Construction and Building Materials, v. 21, n. 12 (December 2007).

    https://doi.org/10.1016/j.conbuildmat.2006.06.032

  2. Doh, Young S. / Amirkhanian, Serji N. / Kim, Kwang W. (2008): Analysis of unbalanced binder oxidation level in recycled asphalt mixture using GPC. In: Construction and Building Materials, v. 22, n. 6 (June 2008).

    https://doi.org/10.1016/j.conbuildmat.2007.01.026

  3. Doh, Young S. / Baek, Sung H. / Kim, Kwang W. (2009): Estimation of relative performance of reinforced overlaid asphalt concretes against reflection cracking due to bending more fracture. In: Construction and Building Materials, v. 23, n. 5 (May 2009).

    https://doi.org/10.1016/j.conbuildmat.2008.09.027

  4. Baek, Sung H. / Kim, Hyun H. / Doh, Young S. / Kim, Kwang W. (2009): Estimation of high-temperature properties of rubberized asphalt using chromatograph. In: KSCE Journal of Civil Engineering, v. 13, n. 3 (April 2009).

    https://doi.org/10.1007/s12205-009-0161-1

  5. Kim, Kwang W. / Kweon, Seung Jun / Doh, Young S. / Park, Tae-Soon (2003): Fracture toughness of polymer-modified asphalt concrete at low temperatures. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 30, n. 2 (April 2003).

    https://doi.org/10.1139/l02-101

  6. Kim, Kwang W. / Doh, Young S. / Lim, Sungbin (1999): Mode I reflection cracking resistance of strengthened asphalt concretes. In: Construction and Building Materials, v. 13, n. 5 (July 1999).

    https://doi.org/10.1016/s0950-0618(99)00032-x

  7. Kim, Kwang W. / Kim, Kyongae / Doh, Young S. / Amirkhanian, Serji N. (2006): Estimation of RAP's Binder Viscosity Using GPC without Binder Recovery. In: Journal of Materials in Civil Engineering (ASCE), v. 18, n. 4 (August 2006).

    https://doi.org/10.1061/(asce)0899-1561(2006)18:4(561)

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