Soil stabilization field trial : interim report.

George, K. P.; University of Mississippi. Dept. of Civil Engineering

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

i

Soil stabilization field trial : interim report.

2001-04-01
By George, K. P.

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English

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Creators:

George, K. P.
Corporate Creators:

University of Mississippi. Dept. of Civil Engineering
Corporate Contributors:

Mississippi. Dept. of Transportation. Research Division ; United States. Federal Highway Administration ; Portland Cement Association

Mississippi. Dept. of Transportation. Research Division ; United States. Federal Highway Administration ; Portland Cement Association Less -
Subject/TRT Terms:

[+]

Base Course (Pavements) Concrete Pavements Cracking Cracking Of Concrete Pavements Evaluation Highway Maintenance Pavements, Concrete--Cracking--Mississippi Repairing Roads--Mississippi--Base Courses--Maintenance And Repair Roads--Mississippi--Base Courses--Testing Soil Stabilization Soil Stabilization--Mississippi Testing
Resource Type:

Tech Report
Geographical Coverage:

Mississippi
Edition:

Interim report.
Corporate Publisher:

University of Mississippi
Abstract:

Shrinkage cracks in cement-stabilized bases/subbase can be alleviated by specifying

the right cement dosage, or by other additives/procedures that suppress crack susceptibility. A field

trial of six 1000 ft test sections to investigate several alternative techniques was initiated and

constructed in August 2000. The following additives/procedures are included for investigation: Control group cement with 5.5% cement additive; design based on a reduced

strength criteria, 5.5% cement precracked while "young", 5.5% cement precut (grooved) every 3m (10 ft), 3.5% cement with 8% fly ash, Ground granulated blast furnace slag (GGBFS) complemented by 2% lime, Three percent lime and 12% fly ash, the current favored stabilization technique of MDOT. This interim report covers the tests and results conducted in three stages: Mixture design, Construction monitoring, Post-construction evaluation.
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US Transportation Collection
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urn:sha256:0c927553730f4a19f8d0251435f48ea03459d76c99e4ca07f20adcb3c036a5e6
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https://rosap.ntl.bts.gov/view/dot/24133/dot_24133_DS1.pdf
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Soil stabilization field trial : interim report.

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