lorraine crosby 1993

This study evaluates relationship between the aggregate sizes and properties of fibre included pervious concrete. 13 0 obj endobj 14 0 obj In this study, two different coarse aggregate sizes (20mm-10mm and 10mm-4.75mm) and varying percentage of polypropylene fibre included in the concrete mix (0.25%, 0.50%, 0.75%, 1.00%, 1.25%, © 2008-2020 ResearchGate GmbH.
In this study, two different coarse aggregate sizes (20mm-10mm and 10mm-4.75mm) and varying percentage of polypropylene fibre included in the concrete mix (0.25%, 0.50%, 0.75%, 1.00%, 1.25%, An experimental study on relationship between hardened concrete properties and rate of infiltration of polymer fibre included sustainable pervious concrete has been performed and presented in this paper.

A nominal design mix proportion for M30 grade of concrete was concrete mix shows increases infiltration capacity but decrease in bond strength properties. and appropriate infiltration capacity was 1.5% in the design mix.

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The very little quantity of fine aggregate required in the design mix was replaced endobj The very little use of bottom ash in the mix as a replacementof sand performed well. An experimental study on relationship between hardened concrete properties and rate of infiltration of polymer fibre included sustainable pervious concrete has been performed and presented in this paper. endobj 18 0 obj org/10.1016/j.conbuildmat.2014.12.073http://dx.doi.org/10.1016/j.conbuildmat.2009.10.02511. CASE STUDIES ON APPLYING BEST PRACTICE TO IN-SITU CONCRETE FRAME BUILDINGS Special concretes Introduction Figure 1: The improved finish from the use of self-compacting concrete for vertical elements Specifying and using innovative concreting materials can improve the speed of the construction process and enhance the quality of the resulting concrete. The engineering properties of plain pervious concrete and fibre included pervious concrete were compared with conventional concrete properties. IS 4031:1988 Specification for 43 Grade Ordinary Portland Cement(2013), pp.

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16 0 obj 0.5%, 1.0%, 1.5% and 2.0% of fibre inclusions in each batch, respectively. A 'read' is counted each time someone views a publication summary (such as the title, abstract, and list of authors), clicks on a figure, or views or downloads the full-text. <> /Parent 2 0 R The mix calculation per unit volume of concrete shall be as follows: Therefore total quantity of fine and coarse aggregate = 1380 + 680 = 2060 kg For pervious concrete only 5% of sand is considered = (0.05 x 2060) = 103 kg. special concrete type meeting a particular engineering need. Based on the test results it was found that the using larger size of coarse aggregates in the concrete mix shows increases infiltration capacity but decrease in bond strength properties. A nominal design mix proportion for M30 grade of concrete was assumed as mean target strength.

Based on the test results it was found that the using larger size of coarse aggregates in the concrete mix shows increases infiltration capacity but decrease in bond strength properties.
The optimum fibre content that supports in enhanced strength %PDF-1.7 %���� All the mixes showed satisfactory infiltration capacities.

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5 0 obj /MediaBox [0 0 595.3200 841.9200] The aim of Cement and Concrete Research is to publish the best research on the materials science and engineering of cement, cement composites, mortars, concrete and other allied materials that incorporate cement or other mineral binders. This study evaluates rela-tionship between the aggregate sizes and properties of fibre included pervious concrete. endobj

stream 1.5%, 1.75% and 2.00%) were considered as parameters. <>

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