Evaluation of Portland Cement concretes containing ground granulated blast furnace slag : final report.

Sehn, Allen L.; University of Akron. Department of Civil Engineering

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Evaluation of Portland Cement concretes containing ground granulated blast furnace slag : final report.

2002-05-01
By Sehn, Allen L.

[PDF-629.91 KB]

English

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Details:

Alternative Title:

Evaluation of Portland cement concretes containing ground granulated blast furnace slag;Evaluation of PCC containing ground granulated blast furnace slag;
Creators:

Sehn, Allen L.
Corporate Creators:

University of Akron. Department of Civil Engineering
Corporate Contributors:

Ohio. Dept. of Transportation ; United States. Federal Highway Administration

Ohio. Dept. of Transportation ; United States. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Alkalies Blast Furnaces Compressive Strength Concretes Evaluation Evaluation And Assessment Flexural Strength Fly Granular Materials Granulated Slag Iron Portland Cement Concrete Portland Cements Portland Slag Cements Reports Research Projects Slags Strength(Mechanics) Tensile Strength Wastes(Industrial)
Publication/ Report Number:

FHWA/OH-2002/022
Resource Type:

Tech Report
Geographical Coverage:

Ohio
Edition:

Final report.
Corporate Publisher:

University of Akron. Dept. of Civil Engineering
Abstract:

A two part laboratory experimental program was conducted to evaluate strength and durability of various concrete mix

designs. In Part I of the study, the influence of using Grade 120 ground granulated blast furnace slag (GGBFS) on the

strength and durability properties of concrete was evaluated. GGBFS was used to replace Portland cement at replacement

rates ranging from 0 to 75 percent. Other test variables included the use of cements with different alkali contents, fly ash,

silica fume, and type K cement. Strength testing included compressive strength, flexural strength, and splitting tensile

strength. Durability testing included: freeze-thaw resistance, shrinkage testing, rapid chloride ion penetration testing, and

abrasion resistance testing. Based on the test results, the addition of GGBFS at rates as high as 55 percent of the total

cementitious material resulted in strength that, after 14 days, equaled or exceeded those of the baseline concrete mix. The

incorporation of GGBFS in concrete mix significantly improved the resistance to chloride ion penetration. In Part II of the study, the influence of coarse aggregate size on the strength and durability of the ODOT Class C mix

designs was evaluated. Coarse aggregate sizes included #57, #46, and #357. The ODOT high performance concrete mix

designs were also included in this study. Test results are presented in tabular and graphical formats.
Format:

PDF
Funding:

14559(0)
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:820ae8fb790e1d4e781694d3fa93c236bc5975b1fcea1f4aa1187c88c2e30777
Download URL:

https://rosap.ntl.bts.gov/view/dot/15519/dot_15519_DS1.pdf
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Evaluation of Portland Cement concretes containing ground granulated blast furnace slag : final report.

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