Use of calcium-rich wood biomass combustion ashes as filler in hot mix asphalt
In this study, calcium-rich wood biomass combustion ash (CRBA) was added as a mineral filler into an eco-friendly hot mix asphalt (HMA). Marshall mix design was used with four different CRBA contents (0%, 3.0%, 3.5%, and 4.5% (w/v %)). Pavement performance was assessed by evaluating the tensile stre...
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Published in: | Road materials and pavement design Vol. 23; no. 10; pp. 2375 - 2393 |
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Taylor & Francis
03-10-2022
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Abstract | In this study, calcium-rich wood biomass combustion ash (CRBA) was added as a mineral filler into an eco-friendly hot mix asphalt (HMA). Marshall mix design was used with four different CRBA contents (0%, 3.0%, 3.5%, and 4.5% (w/v %)). Pavement performance was assessed by evaluating the tensile strength, resilient modulus, fatigue strength, and performance in Lottman test. An optimum binder content of 5.5% was achieved for all modified CRBA−HMAs and the reference HMA. The CRBA filler (3.5% and 4.0%) can be used as a mineral filler to improve the Marshall stability up to 27%, compared to that of the pure mixture, and increase the fatigue response of HMA pavements by approximately three times with no harmful effects on the other evaluated properties. Additionally, the CRBA residue does not require crushing and sieving through a 0.075 mm sieve for application to a pavement field. |
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AbstractList | In this study, calcium-rich wood biomass combustion ash (CRBA) was added as a mineral filler into an eco-friendly hot mix asphalt (HMA). Marshall mix design was used with four different CRBA contents (0%, 3.0%, 3.5%, and 4.5% (w/v %)). Pavement performance was assessed by evaluating the tensile strength, resilient modulus, fatigue strength, and performance in Lottman test. An optimum binder content of 5.5% was achieved for all modified CRBA−HMAs and the reference HMA. The CRBA filler (3.5% and 4.0%) can be used as a mineral filler to improve the Marshall stability up to 27%, compared to that of the pure mixture, and increase the fatigue response of HMA pavements by approximately three times with no harmful effects on the other evaluated properties. Additionally, the CRBA residue does not require crushing and sieving through a 0.075 mm sieve for application to a pavement field. |
Author | Lucena, Lêda Christiane de Figueirêdo Lopes Nóbrega, Ana Cecilia Vieira da Silva, Conrado Cesar Vitorino Pereira da Carneiro, Arnaldo Manoel Pereira Oliveira, Shirley Minnell de Moura, Lyneker Souza de |
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SubjectTerms | Ashes Biomass burning Calcium Calcium-rich wood biomass ash Combustion Fatigue strength Fatigue tests filler replacement Fillers hot mix asphalt Marshall stability mechanical properties optimum binder content Pavements Performance evaluation Tensile strength |
Title | Use of calcium-rich wood biomass combustion ashes as filler in hot mix asphalt |
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