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Title:

Modelling and laboratory assessment of capillary rise in stabilised pavement materials

Accession Number:

01390554

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

This paper presents results of capillary rise tests carried out on marginal material, scoria, stabilized with two cementitious additives, GP (General Purpose) cement and GB (General Blended) cement up to 5.5% by dry weight. The test results indicated that capillary rise occurred along the entire specimen height of 345 mm (100%) for both specimens. The rate of rise and the water absorption reduced as the binder content was increased, and a similar trend was found for specimens cured at 7 days to 28 days respectively. The saturated hydraulic conductivity and porosity were found to be about 10-8 m/s and 0.3 respectively. The theoretical basis for the capillary rise is explained using the simple capillary tube model and water retention characteristics. A simplified model was developed to analyze the capillary rise tests. The model appeared to present the capillary characteristics reasonably well. On the basis of the theoretical approach presented, it was argued that the test is directly relevant to the field scenario where free water is available at the base of the pavement, but some other scenarios may be simulated approximately.

Monograph Accession #:

01390545

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Lee, K Y
Kodikara, J
Bouazza, A

Pagination:

24p

Publication Date:

2004

Subject Areas:

Materials

Source Agency:

ARRB

Melbourne, Victoria Australia

Files:

TRIS, TRB, ATRI

Created Date:

Aug 23 2012 4:55AM

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