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Time Dependent Rheological Response of Composite Binders


Abstract The need for sustainability in construction has encouraged scientists to develop novel environmentally friendly materials. The use of supplementary cementitious materials was one such initiative which aided in enhancing the fresh and hardened concrete properties. This thesis aims to explore the understanding of the early age rheological properties of such cementitious systems.

The first phase of the work investigates the influence of supplementary cementitious materials (SCM) in combination with ordinary Portland cement (OPC) on the rheological properties of fresh paste with and without the effect of superplasticizers. Yield stress, plastic viscosity and storage modulus are the rheological parameters which were evaluated for all the design... (more)
Created Date 2016
Contributor Inbasekaran, Aditya (Author) / Neithalath, Narayanan (Advisor) / Rajan, Subramaniam (Committee member) / Mobasher, Barzin (Committee member) / Arizona State University (Publisher)
Subject Engineering / Civil engineering / fly ash / plastic viscosity / Rheology / storage modulus / Time dependent / yield stress
Type Masters Thesis
Extent 78 pages
Language English
Copyright
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Note Masters Thesis Civil Engineering 2016
Collaborating Institutions Graduate College / ASU Library
Additional Formats MODS / OAI Dublin Core / RIS


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Description Dissertation/Thesis