D
Dan G. Zollinger
Researcher at Texas A&M University
Publications - 150
Citations - 2551
Dan G. Zollinger is an academic researcher from Texas A&M University. The author has contributed to research in topics: Aggregate (composite) & Slab. The author has an hindex of 26, co-authored 147 publications receiving 2122 citations. Previous affiliations of Dan G. Zollinger include University of Alaska Fairbanks & Inha University.
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Economic input-output life cycle assessment of concrete pavement containing recycled concrete aggregate
TL;DR: In this paper, a life cycle assessment to compare an RCA-based portland cement concrete (RCA-PCC) pavement and a plain PCC pavement (i.e., without RCA) from all three aspects of sustainability (e.g., economic impact, social impact, and environmental impact) was carried out using an economic input-output life cycle assess (EIO-LCA) approach.
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Estimation of the Compressive Strength and Modulus of Elasticity of Cement-Treated Aggregate Base Materials:
Seungwook Lim,Dan G. Zollinger +1 more
TL;DR: In this article, an experimental study on the development of strength and modulus of elasticity of cement-treated aggregate base (CTAB) materials was undertaken, where unconfined uniaxial compression tests were conducted with 189 samples for 16 CTAB mixtures at different ages.
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Sustainability assessment for portland cement concrete pavement containing reclaimed asphalt pavement aggregates
TL;DR: In this article, the authors present a life cycle inventory analysis of reclaimed asphalt pavement (RAP) in portland cement concrete (PCC) as an aggregate replacement for pavement applications.
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Evaluation of interfacial bond strength between Portland cement concrete and asphalt concrete layers using bi-material SCB test specimen
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A review of concrete properties at cryogenic temperatures: Towards direct LNG containment
Reginald B. Kogbara,Srinath R. Iyengar,Zachary Grasley,Zachary Grasley,Eyad Masad,Eyad Masad,Dan G. Zollinger +6 more
TL;DR: In this article, the authors provide a review of the pertinent properties of concrete at temperatures lower than −165°C that make it amenable for direct containment of liquefied natural gas (LNG).