TY - JOUR
T1 - Performance of masonry blocks containing different proportions of incinator bottom ash
AU - Holmes, Niall
AU - O'Malley, Hugh
AU - Cribbin, Paul
AU - Mullen, Henry
AU - Keane, Garrett
N1 - Publisher Copyright:
© 2016 Elsevier B.V.
PY - 2016/7/1
Y1 - 2016/7/1
N2 - This paper presents the results from an experimental suite of tests as a trial to assess the structural and material performance of masonry blocks with different proportions of incinerator bottom as (IBA) as a fine aggregate replacement. The tests undertaken include compressive and flexural strengths, water absorption and density.Research into the use of waste by-products in construction materials has been increasing over the past 20 years. IBA produced in an Irish waste incinerator facility is currently landfilled following pre-treatment. This project assesses the suitability of this IBA to replace 0, 10, 20, 30, 50, 75 or 100% of natural fine aggregates in masonry blocks (100 mm high × 215 mm wide × 440 mm long) with a design strength of 7 N. Structural tests included compressive and tensile strength, density and water absorption in accordance with ASTM C140.The results indicate that bottom ash replacement levels below 20% provide adequate compression and tensile strengths with density and absorption also within satisfactory levels.
AB - This paper presents the results from an experimental suite of tests as a trial to assess the structural and material performance of masonry blocks with different proportions of incinerator bottom as (IBA) as a fine aggregate replacement. The tests undertaken include compressive and flexural strengths, water absorption and density.Research into the use of waste by-products in construction materials has been increasing over the past 20 years. IBA produced in an Irish waste incinerator facility is currently landfilled following pre-treatment. This project assesses the suitability of this IBA to replace 0, 10, 20, 30, 50, 75 or 100% of natural fine aggregates in masonry blocks (100 mm high × 215 mm wide × 440 mm long) with a design strength of 7 N. Structural tests included compressive and tensile strength, density and water absorption in accordance with ASTM C140.The results indicate that bottom ash replacement levels below 20% provide adequate compression and tensile strengths with density and absorption also within satisfactory levels.
KW - Absorption
KW - Fine aggregate
KW - Incinerator bottom ash
KW - Masonry
KW - Strength
UR - http://www.scopus.com/inward/record.url?scp=85006216652&partnerID=8YFLogxK
U2 - 10.1016/j.susmat.2016.05.001
DO - 10.1016/j.susmat.2016.05.001
M3 - Article
AN - SCOPUS:85006216652
SN - 2214-9937
VL - 8
SP - 14
EP - 19
JO - Sustainable Materials and Technologies
JF - Sustainable Materials and Technologies
ER -