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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 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 Title: Monograph Accession #: 01390545
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Lee, K YKodikara, JBouazza, APagination: 24p
Publication Date: 2004
TRT Terms: ATRI Terms: Subject Areas: Materials
Source Agency: ARRB Melbourne, Victoria Australia Files: TRIS, TRB, ATRI
Created Date: Aug 23 2012 4:55AM
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