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Title: Influence of Nanosilica and Clay on the Strength, Workability, and Porosity of Alkali-Activated Slag Mortars
Accession Number: 01594624
Record Type: Component
Abstract: Nanoparticles, including nanosilica and nano-clay, have been used to modify setting times, rheology, and mechanical strength of portland cement-based binder systems. Alkali activated binders have recently emerged as potentially sustainable materials which can be used to replace ordinary portland cement (OPC) in concrete. The present study evaluates the role of nanosilica and kaolinite clay on the compressive strength, workability, and porosity of alkali-activated slag mortars. Ground granulated blast-furnace slag (slag/AA-S) mortar with 1-2% dosages of nanosilica (NS) and 2-6% of kaolinite clay (KC) were evaluated here. Significant improvement in compressive strength of AA-S mortar was observed when modified by either nanosilica or kaolinite at different dosages. Workability and setting time of nanoparticle-modified AA-S mortar suffered. The porosity of said mortars was generally reduced.
Supplemental Notes: This paper was sponsored by TRB committee AFN15T Task Force on Nanotechnology-Based Concrete Materials.
Monograph Title: Monograph Accession #: 01584066
Report/Paper Numbers: 16-5897
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Li, ZihuiPeethamparan, SulaphaPagination: 13p
Publication Date: 2016
Conference:
Transportation Research Board 95th Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; References; Tables
TRT Terms: Uncontrolled Terms: Subject Areas: Highways; Materials
Source Data: Transportation Research Board Annual Meeting 2016 Paper #16-5897
Files: TRIS, TRB, ATRI
Created Date: Jan 12 2016 6:36PM
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