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Daniel J. Oldham ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Oldham, Daniel J. / Obando, Carlos J. / Mousavi, Masoumeh / Kaloush, Kamil E. / Fini, Elham H. (2021): Introducing the critical aging point (CAP) of asphalt based on its restoration capacity. In: Construction and Building Materials, v. 278 (April 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.122379

  2. Fini, Ellie H. / Oldham, Daniel J. / Abu-Lebdeh, Taher (2013): Synthesis and Characterization of Biomodified Rubber Asphalt: Sustainable Waste Management Solution for Scrap Tire and Swine Manure. In: Journal of Environmental Engineering (ASCE), v. 139, n. 12 (Dezember 2013).

    https://doi.org/10.1061/(asce)ee.1943-7870.0000765

  3. Oldham, Daniel J. / Fini, Elham H. (2020): A bottom-up approach to study the moisture susceptibility of bio-modified asphalt. In: Construction and Building Materials, v. 265 (Dezember 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.120289

  4. Oldham, Daniel J. / Rajib, Amirul Islam / Onochie, Albert / Fini, Elham H. (2019): Durability of bio-modified recycled asphalt shingles exposed to oxidation aging and extended sub-zero conditioning. In: Construction and Building Materials, v. 208 (Mai 2019).

    https://doi.org/10.1016/j.conbuildmat.2019.03.017

  5. Oldham, Daniel J. / Fini, Ellie H. / Chailleux, Emmanuel (2015): Application of a bio-binder as a rejuvenator for wet processed asphalt shingles in pavement construction. In: Construction and Building Materials, v. 86 (Juli 2015).

    https://doi.org/10.1016/j.conbuildmat.2015.03.085

  6. Zadshir, Mehdi / Oldham, Daniel J. / Hosseinnezhad, Shahrzad / Fini, Ellie H. (2018): Investigating bio-rejuvenation mechanisms in asphalt binder via laboratory experiments and molecular dynamics simulation. In: Construction and Building Materials, v. 190 (November 2018).

    https://doi.org/10.1016/j.conbuildmat.2018.09.137

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