The Effect of Hydrated Calcium Silicate Powder on the Three Main Indexes of Asphalt

The ball mill and the organic modifier were used to modify the powder of hydrated calcium silicate. Then the modified powders were characterization by oil absorption value, IR, SEM etc. Hydrated calcium silicate powders modified before and after were added to the asphalt and the three major indexes...

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Main Authors: Cheng Zhaoxia, Wan Changli, Chen Jinming, Niu Zhihui
Format: Article
Language:English
Published: EDP Sciences 2016-01-01
Series:MATEC Web of Conferences
Online Access:http://dx.doi.org/10.1051/matecconf/20166702014
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spelling doaj-c88915176a7c4490aa6dc28b5685058b2021-02-02T04:21:55ZengEDP SciencesMATEC Web of Conferences2261-236X2016-01-01670201410.1051/matecconf/20166702014matecconf_smae2016_02014The Effect of Hydrated Calcium Silicate Powder on the Three Main Indexes of AsphaltCheng Zhaoxia0Wan Changli1Chen Jinming2Niu Zhihui3School of Civil Engineering, Henan Polytechnic UniversitySchool of Civil Engineering, Henan Polytechnic UniversitySchool of Civil Engineering, Henan Polytechnic UniversitySchool of Civil Engineering, Henan Polytechnic UniversityThe ball mill and the organic modifier were used to modify the powder of hydrated calcium silicate. Then the modified powders were characterization by oil absorption value, IR, SEM etc. Hydrated calcium silicate powders modified before and after were added to the asphalt and the three major indexes of asphalt were tested. The results show that the oil absorption activities of calcium silicate powder decrease obviously, the oil absorption value decreased 80%. IR spectra show that the hydrated calcium silicate powder adsorbed on the surface modifier, the modified powder morphology was changed. With the increase of powder content, the penetration increases, the ductility decreases. The softening point of asphalt mixed with unmodified powder increases with the increase of powder mixed with modified powder asphalt softening point of 4% to reach the maximum, and then began to decrease.http://dx.doi.org/10.1051/matecconf/20166702014
collection DOAJ
language English
format Article
sources DOAJ
author Cheng Zhaoxia
Wan Changli
Chen Jinming
Niu Zhihui
spellingShingle Cheng Zhaoxia
Wan Changli
Chen Jinming
Niu Zhihui
The Effect of Hydrated Calcium Silicate Powder on the Three Main Indexes of Asphalt
MATEC Web of Conferences
author_facet Cheng Zhaoxia
Wan Changli
Chen Jinming
Niu Zhihui
author_sort Cheng Zhaoxia
title The Effect of Hydrated Calcium Silicate Powder on the Three Main Indexes of Asphalt
title_short The Effect of Hydrated Calcium Silicate Powder on the Three Main Indexes of Asphalt
title_full The Effect of Hydrated Calcium Silicate Powder on the Three Main Indexes of Asphalt
title_fullStr The Effect of Hydrated Calcium Silicate Powder on the Three Main Indexes of Asphalt
title_full_unstemmed The Effect of Hydrated Calcium Silicate Powder on the Three Main Indexes of Asphalt
title_sort effect of hydrated calcium silicate powder on the three main indexes of asphalt
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2016-01-01
description The ball mill and the organic modifier were used to modify the powder of hydrated calcium silicate. Then the modified powders were characterization by oil absorption value, IR, SEM etc. Hydrated calcium silicate powders modified before and after were added to the asphalt and the three major indexes of asphalt were tested. The results show that the oil absorption activities of calcium silicate powder decrease obviously, the oil absorption value decreased 80%. IR spectra show that the hydrated calcium silicate powder adsorbed on the surface modifier, the modified powder morphology was changed. With the increase of powder content, the penetration increases, the ductility decreases. The softening point of asphalt mixed with unmodified powder increases with the increase of powder mixed with modified powder asphalt softening point of 4% to reach the maximum, and then began to decrease.
url http://dx.doi.org/10.1051/matecconf/20166702014
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