Investigation of Use of Slag Aggregates and Slag Cements in Concrete Pavements to Reduce the Maintenance Cost

Verian, Kho Pin; Panchmatia, Parth; Olek, Jan; Purdue University. Joint Transportation Research Program; Indiana. Dept. of Transportation

doi:10.5703/1288284316362

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Investigation of Use of Slag Aggregates and Slag Cements in Concrete Pavements to Reduce the Maintenance Cost

2017-12-01
By Verian, Kho Pin ; Panchmatia, Parth ; Olek, Jan

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English

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Creators:

Verian, Kho Pin ; Panchmatia, Parth ; Olek, Jan

Verian, Kho Pin ; Panchmatia, Parth ; Olek, Jan Less -
Corporate Creators:

Purdue University. Joint Transportation Research Program ; Indiana. Dept. of Transportation

Purdue University. Joint Transportation Research Program ; Indiana. Dept. of Transportation Less -
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Air-cooled Blast Furnace Slag Compressive Strength Concrete Pavements Deicers Fly Ash Concrete Freezing And Thawing Pavement Maintenance Slag Cement Slag Coarse Aggregates
Publication/ Report Number:

FHWA/IN/JTRP-2017/17
DOI:

https://doi.org/10.5703/1288284316362
Resource Type:

Tech Report
Geographical Coverage:

Indiana
Corporate Publisher:

Purdue University. Joint Transportation Research Program ; Indiana. Dept. of Transportation

Purdue University. Joint Transportation Research Program ; Indiana. Dept. of Transportation Less -
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Materials
Abstract:

The objective of this research was to evaluate the influence of using the ACBFS aggregate (slag aggregate) as a replacement for natural aggregates on the properties of pavement concrete designed to meet the standard specifications of the Indiana Department of Transportation. A total of eight different concrete mixtures, four containing air-cooled blast furnace slag (ACBFS) as coarse aggregate and additional four containing natural dolomite, were used in this study. These mixtures included plain concrete mixture (100% of Type I Portland cement), two mixtures with binary binder systems (one containing 20 wt.% of Class C fly ash + 80 wt.% of Type I Portland cement and the other containing 25 wt.% slag cement + 75 wt.% of Type I Portland cement) and one mixture with a ternary binder system (23% slag cement + 17% of Class C fly ash + 60% of Type I Portland cement). Specimens produced from each of these mixtures were ponded with each of the three different types of chloride based deicers (CaCl2,MgCl2 and NaCl) while being subjected to either freezing-thawing (FT) cycles or wetting-drying (WD) cycles.
Format:

PDF
Alternate URL:

https://docs.lib.purdue.edu/jtrp/1655/
Funding:

SPR-3310
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:2d3c9990795ddb936b29d24e6d8cdbb7df25d35193bfdab05c705bcebeab7f3c
Download URL:

https://rosap.ntl.bts.gov/view/dot/35897/dot_35897_DS1.pdf
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Investigation of Use of Slag Aggregates and Slag Cements in Concrete Pavements to Reduce the Maintenance Cost

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