Research on Short-term Aging of Lignin Modified Asphalt
In order to study the micro-aging mechanism of lignin-modified asphalt, different asphalt samples were prepared with lignin content of 0% and 12% by mass. The conventional asphalt index test and high-temperature dynamic shear rheological test were used to analyze the different asphalt samples. The c...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2021-01-01
|
Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/09/e3sconf_iaecst20_01125.pdf |
id |
doaj-07a06527b71c4cd3b5d907ab5e984129 |
---|---|
record_format |
Article |
spelling |
doaj-07a06527b71c4cd3b5d907ab5e9841292021-02-01T08:06:08ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012330112510.1051/e3sconf/202123301125e3sconf_iaecst20_01125Research on Short-term Aging of Lignin Modified AsphaltFu Xin0He Mao1Liu Yuancai2College of Civil Engineering, Southwest Forestry University, KunmingCollege of Civil Engineering, Southwest Forestry University, KunmingCollege of Civil Engineering, Southwest Forestry University, KunmingIn order to study the micro-aging mechanism of lignin-modified asphalt, different asphalt samples were prepared with lignin content of 0% and 12% by mass. The conventional asphalt index test and high-temperature dynamic shear rheological test were used to analyze the different asphalt samples. The change law of the performance of modified lignin modified asphalt with thermal oxygen aging time. The results show that adding appropriate amount of lignin to each asphalt will increase the penetration and ductility of the base asphalt, reduce the softening point, and significantly improve the high-temperature stability; comparative analysis before and after DSR aging, the complex shear modulus G* increases and The decrease of phase angle δ indicates that lignin can improve the high-temperature rheological properties of asphalt.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/09/e3sconf_iaecst20_01125.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Fu Xin He Mao Liu Yuancai |
spellingShingle |
Fu Xin He Mao Liu Yuancai Research on Short-term Aging of Lignin Modified Asphalt E3S Web of Conferences |
author_facet |
Fu Xin He Mao Liu Yuancai |
author_sort |
Fu Xin |
title |
Research on Short-term Aging of Lignin Modified Asphalt |
title_short |
Research on Short-term Aging of Lignin Modified Asphalt |
title_full |
Research on Short-term Aging of Lignin Modified Asphalt |
title_fullStr |
Research on Short-term Aging of Lignin Modified Asphalt |
title_full_unstemmed |
Research on Short-term Aging of Lignin Modified Asphalt |
title_sort |
research on short-term aging of lignin modified asphalt |
publisher |
EDP Sciences |
series |
E3S Web of Conferences |
issn |
2267-1242 |
publishDate |
2021-01-01 |
description |
In order to study the micro-aging mechanism of lignin-modified asphalt, different asphalt samples were prepared with lignin content of 0% and 12% by mass. The conventional asphalt index test and high-temperature dynamic shear rheological test were used to analyze the different asphalt samples. The change law of the performance of modified lignin modified asphalt with thermal oxygen aging time. The results show that adding appropriate amount of lignin to each asphalt will increase the penetration and ductility of the base asphalt, reduce the softening point, and significantly improve the high-temperature stability; comparative analysis before and after DSR aging, the complex shear modulus G* increases and The decrease of phase angle δ indicates that lignin can improve the high-temperature rheological properties of asphalt. |
url |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/09/e3sconf_iaecst20_01125.pdf |
work_keys_str_mv |
AT fuxin researchonshorttermagingofligninmodifiedasphalt AT hemao researchonshorttermagingofligninmodifiedasphalt AT liuyuancai researchonshorttermagingofligninmodifiedasphalt |
_version_ |
1724315614486462464 |