Reducing Compaction Temperature of Asphalt Mixtures by GNP Modification and Aggregate Packing Optimization

Compaction of hot mix asphalt (HMA) requires high temperatures in the range of 125 to 145 <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><msup><mrow></mrow><mo>°</mo></msup></se...

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Main Authors: Tianhao Yan, Mugurel Turos, Jia-Liang Le, Mihai Marasteanu
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/15/17/6060
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author Tianhao Yan
Mugurel Turos
Jia-Liang Le
Mihai Marasteanu
author_facet Tianhao Yan
Mugurel Turos
Jia-Liang Le
Mihai Marasteanu
author_sort Tianhao Yan
collection DOAJ
description Compaction of hot mix asphalt (HMA) requires high temperatures in the range of 125 to 145 <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><msup><mrow></mrow><mo>°</mo></msup></semantics></math></inline-formula>C to ensure the fluidity of asphalt binder and, therefore, the workability of asphalt mixtures. The high temperatures are associated with high energy consumption, and higher NOx emissions, and can also accelerate the aging of asphalt binders. In previous research, the authors have developed two approaches for improving the compactability of asphalt mixtures: (1) addition of Graphite Nanoplatelets (GNPs), and (2) optimizing aggregate packing. This research explores the effects of these two approaches, and the combination of them, on reducing compaction temperatures while the production temperature is kept at the traditional levels. A reduction in compaction temperatures is desired for prolonging the paving window, extending the hauling distance, reducing the energy consumption for reheating, and for reducing the number of repairs and their negative environmental and safety effects, by improving the durability of the mixtures. A Superpave asphalt mixture was chosen as the control mixture. Three modified mixtures were designed, respectively, by (1) adding 6% GNP by the weight of binder, (2) optimizing aggregate packing, and (3) combining the two previous approaches. Gyratory compaction tests were performed on the four mixtures at two compaction temperatures: 135 <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><msup><mrow></mrow><mo>°</mo></msup></semantics></math></inline-formula>C (the compaction temperature of the control mixture) and 95 <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><msup><mrow></mrow><mo>°</mo></msup></semantics></math></inline-formula>C. A method was proposed based on the gyratory compaction to estimate the compaction temperature of the mixtures. The results show that all the three methods increase the compactability of mixtures and thus significantly reduce the compaction temperatures. Method 3 (combining GNP modification and aggregate packing optimization) has the most significant effect, followed by method 1 (GNP modification), and method 2 (aggregate packing optimization).
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spelling doaj.art-d2d1e96dc61145c0b61ca85cf3512a892023-11-23T13:34:59ZengMDPI AGMaterials1996-19442022-09-011517606010.3390/ma15176060Reducing Compaction Temperature of Asphalt Mixtures by GNP Modification and Aggregate Packing OptimizationTianhao Yan0Mugurel Turos1Jia-Liang Le2Mihai Marasteanu3Department of Civil, Environmental and Geo- Engineering, University of Minnesota, Twin Cities, Minneapolis, MN 55455, USADepartment of Civil, Environmental and Geo- Engineering, University of Minnesota, Twin Cities, Minneapolis, MN 55455, USADepartment of Civil, Environmental and Geo- Engineering, University of Minnesota, Twin Cities, Minneapolis, MN 55455, USADepartment of Civil, Environmental and Geo- Engineering, University of Minnesota, Twin Cities, Minneapolis, MN 55455, USACompaction of hot mix asphalt (HMA) requires high temperatures in the range of 125 to 145 <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><msup><mrow></mrow><mo>°</mo></msup></semantics></math></inline-formula>C to ensure the fluidity of asphalt binder and, therefore, the workability of asphalt mixtures. The high temperatures are associated with high energy consumption, and higher NOx emissions, and can also accelerate the aging of asphalt binders. In previous research, the authors have developed two approaches for improving the compactability of asphalt mixtures: (1) addition of Graphite Nanoplatelets (GNPs), and (2) optimizing aggregate packing. This research explores the effects of these two approaches, and the combination of them, on reducing compaction temperatures while the production temperature is kept at the traditional levels. A reduction in compaction temperatures is desired for prolonging the paving window, extending the hauling distance, reducing the energy consumption for reheating, and for reducing the number of repairs and their negative environmental and safety effects, by improving the durability of the mixtures. A Superpave asphalt mixture was chosen as the control mixture. Three modified mixtures were designed, respectively, by (1) adding 6% GNP by the weight of binder, (2) optimizing aggregate packing, and (3) combining the two previous approaches. Gyratory compaction tests were performed on the four mixtures at two compaction temperatures: 135 <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><msup><mrow></mrow><mo>°</mo></msup></semantics></math></inline-formula>C (the compaction temperature of the control mixture) and 95 <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><msup><mrow></mrow><mo>°</mo></msup></semantics></math></inline-formula>C. A method was proposed based on the gyratory compaction to estimate the compaction temperature of the mixtures. The results show that all the three methods increase the compactability of mixtures and thus significantly reduce the compaction temperatures. Method 3 (combining GNP modification and aggregate packing optimization) has the most significant effect, followed by method 1 (GNP modification), and method 2 (aggregate packing optimization).https://www.mdpi.com/1996-1944/15/17/6060temperature reductioncompactionasphalt mixtureGraphite Nanoplatelets (GNP)aggregate packing
spellingShingle Tianhao Yan
Mugurel Turos
Jia-Liang Le
Mihai Marasteanu
Reducing Compaction Temperature of Asphalt Mixtures by GNP Modification and Aggregate Packing Optimization
Materials
temperature reduction
compaction
asphalt mixture
Graphite Nanoplatelets (GNP)
aggregate packing
title Reducing Compaction Temperature of Asphalt Mixtures by GNP Modification and Aggregate Packing Optimization
title_full Reducing Compaction Temperature of Asphalt Mixtures by GNP Modification and Aggregate Packing Optimization
title_fullStr Reducing Compaction Temperature of Asphalt Mixtures by GNP Modification and Aggregate Packing Optimization
title_full_unstemmed Reducing Compaction Temperature of Asphalt Mixtures by GNP Modification and Aggregate Packing Optimization
title_short Reducing Compaction Temperature of Asphalt Mixtures by GNP Modification and Aggregate Packing Optimization
title_sort reducing compaction temperature of asphalt mixtures by gnp modification and aggregate packing optimization
topic temperature reduction
compaction
asphalt mixture
Graphite Nanoplatelets (GNP)
aggregate packing
url https://www.mdpi.com/1996-1944/15/17/6060
work_keys_str_mv AT tianhaoyan reducingcompactiontemperatureofasphaltmixturesbygnpmodificationandaggregatepackingoptimization
AT mugurelturos reducingcompactiontemperatureofasphaltmixturesbygnpmodificationandaggregatepackingoptimization
AT jialiangle reducingcompactiontemperatureofasphaltmixturesbygnpmodificationandaggregatepackingoptimization
AT mihaimarasteanu reducingcompactiontemperatureofasphaltmixturesbygnpmodificationandaggregatepackingoptimization