Soil stabilization field trial : interim report III.

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

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Soil stabilization field trial : interim report III.

Published Date:

2003-11-01

Language:

English

[PDF-944.17 KB]

Details:

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 ;

Subject/TRT Terms:

Base course (Pavements) ; Soil stabilization ; Concrete pavements ; Cracking of concrete pavements ; Pavement cracking ; ... More ▼

Publication/ Report Number:

FHWA/MS-DOT-RD-03-133 ; S-DOT-RD-03-133 ;

Resource Type:

Tech Report

Geographical Coverage:

Mississippi

OCLC Number:

787875497

Edition:

Interim report III.

Corporate Publisher:

University of Mississippi

NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Soils and Geology ; NTL-HIGHWAY/ROAD TRANSPORTATION-Materials ; NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance ;

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: 5.5% cement additive (control section); design based on a reduced strength criteria, 5.5% cement precracked while "young", 5.5% cement precut (grooved) every 3 m (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.

Format:

PDF

Funding:

State Study 133

Collection(s):

US Transportation Collection

Main Document Checksum:

[+]

Supporting Files:

No Additional Files

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