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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 Accession #:

01584066

Report/Paper Numbers:

16-5897

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Li, Zihui
Peethamparan, Sulapha

Pagination:

13p

Publication Date:

2016

Conference:

Transportation Research Board 95th Annual Meeting

Location: Washington DC, United States
Date: 2016-1-10 to 2016-1-14
Sponsors: Transportation Research Board

Media Type:

Digital/other

Features:

Figures; References; Tables

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