A Temperature-Independent Methodology for Polymer Bitumen Modification Evaluation Based on DSR Measurement

Owing to the continuous increase of traffic loads, bitumen modification has been manifested as an efficient methodology to enhance asphaltic pavement performance. Currently, the modification index, defined as the ratio of mechanical properties (e.g., complex modulus) before and after bitumen modific...

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Main Authors: Jiantao Wu, Haoan Wang, Quan Liu, Yangming Gao, Shengjie Liu
Format: Article
Language:English
Published: MDPI AG 2022-02-01
Series:Polymers
Subjects:
Online Access:https://www.mdpi.com/2073-4360/14/5/848
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author Jiantao Wu
Haoan Wang
Quan Liu
Yangming Gao
Shengjie Liu
author_facet Jiantao Wu
Haoan Wang
Quan Liu
Yangming Gao
Shengjie Liu
author_sort Jiantao Wu
collection DOAJ
description Owing to the continuous increase of traffic loads, bitumen modification has been manifested as an efficient methodology to enhance asphaltic pavement performance. Currently, the modification index, defined as the ratio of mechanical properties (e.g., complex modulus) before and after bitumen modification, is extensively adopted to evaluate the modification degree. However, bituminous materials behave as temperature-dependent, which indicates that the mechanical property varies with measured temperatures. As a result, the calculated modification index also shows temperature-dependent property, which inhibits the use of modification index. For this reason, this study introduced a method to eliminate the temperature-dependency of the modification index. In specific, a mathematical model considering the properties of modifiers was firstly established to predict the modification index-temperature curve (MI-T curve). In what follows, the temperature-dependency of modification index was analyzed to verify the proposed model on three types of modifiers, which were graphene, Styrene-Butadiene-Styrene (SBS), and Ethyl-Vinyl-Acetate (EVA), respectively. The results indicated that the developed model could efficiently predict the MI-T curves. Besides, the effective modification area (EMA) and optimal modification index (OMI) were two reasonable indicators that evaluate the bitumen modification without considering the temperature-dependency.
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spelling doaj.art-125427f12edf4ecabf8f58fddb4e6ddf2023-11-23T23:37:14ZengMDPI AGPolymers2073-43602022-02-0114584810.3390/polym14050848A Temperature-Independent Methodology for Polymer Bitumen Modification Evaluation Based on DSR MeasurementJiantao Wu0Haoan Wang1Quan Liu2Yangming Gao3Shengjie Liu4College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, ChinaCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, ChinaCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, ChinaFaculty of Civil Engineering and Geosciences, Delft University of Technology, 2628 CN Delft, The NetherlandsCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, ChinaOwing to the continuous increase of traffic loads, bitumen modification has been manifested as an efficient methodology to enhance asphaltic pavement performance. Currently, the modification index, defined as the ratio of mechanical properties (e.g., complex modulus) before and after bitumen modification, is extensively adopted to evaluate the modification degree. However, bituminous materials behave as temperature-dependent, which indicates that the mechanical property varies with measured temperatures. As a result, the calculated modification index also shows temperature-dependent property, which inhibits the use of modification index. For this reason, this study introduced a method to eliminate the temperature-dependency of the modification index. In specific, a mathematical model considering the properties of modifiers was firstly established to predict the modification index-temperature curve (MI-T curve). In what follows, the temperature-dependency of modification index was analyzed to verify the proposed model on three types of modifiers, which were graphene, Styrene-Butadiene-Styrene (SBS), and Ethyl-Vinyl-Acetate (EVA), respectively. The results indicated that the developed model could efficiently predict the MI-T curves. Besides, the effective modification area (EMA) and optimal modification index (OMI) were two reasonable indicators that evaluate the bitumen modification without considering the temperature-dependency.https://www.mdpi.com/2073-4360/14/5/848bitumen modificationtemperature-independencycomplex modulusdynamic shear rheometereffective modification areaoptimal modification index
spellingShingle Jiantao Wu
Haoan Wang
Quan Liu
Yangming Gao
Shengjie Liu
A Temperature-Independent Methodology for Polymer Bitumen Modification Evaluation Based on DSR Measurement
Polymers
bitumen modification
temperature-independency
complex modulus
dynamic shear rheometer
effective modification area
optimal modification index
title A Temperature-Independent Methodology for Polymer Bitumen Modification Evaluation Based on DSR Measurement
title_full A Temperature-Independent Methodology for Polymer Bitumen Modification Evaluation Based on DSR Measurement
title_fullStr A Temperature-Independent Methodology for Polymer Bitumen Modification Evaluation Based on DSR Measurement
title_full_unstemmed A Temperature-Independent Methodology for Polymer Bitumen Modification Evaluation Based on DSR Measurement
title_short A Temperature-Independent Methodology for Polymer Bitumen Modification Evaluation Based on DSR Measurement
title_sort temperature independent methodology for polymer bitumen modification evaluation based on dsr measurement
topic bitumen modification
temperature-independency
complex modulus
dynamic shear rheometer
effective modification area
optimal modification index
url https://www.mdpi.com/2073-4360/14/5/848
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