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PUBMED FOR HANDHELDS

Journal Abstract Search


344 related items for PubMed ID: 15737715

  • 1. Leaching and mechanical behaviour of concrete manufactured with recycled aggregates.
    Sani D, Moriconi G, Fava G, Corinaldesi V.
    Waste Manag; 2005; 25(2):177-82. PubMed ID: 15737715
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  • 4. Reuse of ground waste glass as aggregate for mortars.
    Corinaldesi V, Gnappi G, Moriconi G, Montenero A.
    Waste Manag; 2005; 25(2):197-201. PubMed ID: 15737718
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  • 5. Recycling of rubble from building demolition for low-shrinkage concretes.
    Corinaldesi V, Moriconi G.
    Waste Manag; 2010 Apr; 30(4):655-9. PubMed ID: 20022737
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  • 6. Use of steel fibres recovered from waste tyres as reinforcement in concrete: pull-out behaviour, compressive and flexural strength.
    Aiello MA, Leuzzi F, Centonze G, Maffezzoli A.
    Waste Manag; 2009 Jun; 29(6):1960-70. PubMed ID: 19167204
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  • 7. Recycling of construction and demolition waste materials: a chemical-mineralogical appraisal.
    Bianchini G, Marrocchino E, Tassinari R, Vaccaro C.
    Waste Manag; 2005 Jun; 25(2):149-59. PubMed ID: 15737712
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  • 8. Recycled lightweight concrete made from footwear industry waste and CDW.
    Lima PR, Leite MB, Santiago EQ.
    Waste Manag; 2010 Jun; 30(6):1107-13. PubMed ID: 20189792
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  • 9. Chemical-mineralogical characterisation of coarse recycled concrete aggregate.
    Limbachiya MC, Marrocchino E, Koulouris A.
    Waste Manag; 2007 Jun; 27(2):201-8. PubMed ID: 16574393
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  • 14. A study on engineering characteristics of asphalt concrete using filler with recycled waste lime.
    Sung Do H, Hee Mun P, Suk keun R.
    Waste Manag; 2008 Jun; 28(1):191-9. PubMed ID: 17408942
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  • 17. Use of recycled plastic in concrete: a review.
    Siddique R, Khatib J, Kaur I.
    Waste Manag; 2008 Jun; 28(10):1835-52. PubMed ID: 17981022
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  • 18. Evaluation of recycled concrete aggregates for their suitability in construction activities: An experimental study.
    Puthussery JV, Kumar R, Garg A.
    Waste Manag; 2017 Feb; 60():270-276. PubMed ID: 27353393
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