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Bitublock - Novel construction units composed of recycled waste ...

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<strong>Bitublock</strong> - <strong>Novel</strong> <strong>construction</strong> <strong>units</strong> <strong>composed</strong> <strong>of</strong> <strong>recycled</strong> <strong>waste</strong>materials and bituminous bindersThe increased demand for reuse/recycling <strong>of</strong> <strong>waste</strong> materials from national regulations and EUdirectives, as well as the issue <strong>of</strong> sustainable utilisation <strong>of</strong> primary materials and <strong>waste</strong> requires thecompliance from the <strong>construction</strong> sector. Therefore, the development and use <strong>of</strong> <strong>construction</strong>materials with high recycle content is considered essential.Trials investigated the production <strong>of</strong> bitumenous blocks using two different types <strong>of</strong> bitumen (50penetration bitumen and harder H 80/90 bitumen) and <strong>waste</strong> materials such as crushed glass,pulverised fuel ash (PFA), incinerated sewage sludge ash (ISSA) and steel slag. The properties <strong>of</strong> theused materials can be seen in Table 1.In <strong>Bitublock</strong>, the use <strong>of</strong> bitumen as the binder managed to achieve a level <strong>of</strong> replacement that exceedsany replacement percentage achieved so far with cementitious and clay-bound materials.Table1: Materials used in <strong>Bitublock</strong> mixturesMaterialsDensity(Mg/m 3 )Waterabsorption%Utilisationcrushed glass 2.51


25% IBA100% CG4% FA 5 (50 pen) 100/24 2.027 12.1 4.475% CG100%100% CG4% ISSA 16 (50 pen) 100/24 1.748 12.4 8.1ISSA100% SS (*2) 100% CG 4% FA 5 (H 80/90) 160/24 2.452 12.8 9.8(*1): CG= crushed glass, (*2): SS= steel slag, (*3): FA= fly ashThe compressive strength <strong>of</strong> the various versions <strong>of</strong> <strong>Bitublock</strong> is at least equal to that <strong>of</strong> thecurrent normal aggregate block produced in UK (at least 3.5 - 7.0 MPa). <strong>Bitublock</strong>s provide anideal opportunity for the utilisation <strong>of</strong> many <strong>waste</strong> materials. The combination <strong>of</strong> different <strong>waste</strong>sdoes have an effect on the overall performance and properties <strong>of</strong> the block. However, the differentproperties highlight the flexibility <strong>of</strong> the new unit to match different practical requirements. Formore information contact:Dr. John Forth School <strong>of</strong> Civil Engineering, University <strong>of</strong> Leeds, LS2 9JT, Leeds. Tel: 01133432270 Email:j.p.forth@leeds.ac.ukDr. Dong Van Dao, School <strong>of</strong> Civil Engineering, University <strong>of</strong> Leeds, LS2 9JT, Leeds. Email:cenvdd@leeds.ac.ukPublications:FORTH, J. P., ZOOROB, S. E. & THANAYA, I. N. A. (2006) Development <strong>of</strong> bitumen-bound <strong>waste</strong>aggregate building blocks. Proceedings <strong>of</strong> the Institution <strong>of</strong> Civil Engineers - ConstructionMaterials, 159, 23-31.VAN DAO, D., FORTH, J. P. & ZOOROB, S. E. (2006) Bitumen bound <strong>construction</strong> <strong>units</strong> utilisingonly <strong>recycled</strong> and <strong>waste</strong> materials as aggregates. 5th International Conference on Research andPractical Applications Using Wastes and Secondary Materials in Pavement Engineering. JohnMoores University, Liverpool

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