modification of asphalt pavement with polysulfide polymer
Clicks: 144
ID: 134153
2013
Article Quality & Performance Metrics
Overall Quality
Not rated
Combines reader engagement with the AI quality analysis. This
article has not been analysed, so there is no overall score —
reader engagement is measured and shown alongside.
Reader Engagement
Steady Performance
30.0
/100
144 views
37 readers
AI Quality Assessment
Not analyzed
Readership in this journal
SteadyRanked #16 of 17 articles by views in critical care nursing clinics of north america
Most read
Least read
Bar heights use a square-root scale.
Mint this article as an NFT
Not yet mintedCreate a permanent, verifiable on-chain record of this article on the Scimatic Network. The NFT is held in your Journament account, and you can withdraw it to your own wallet at any time.
5
SUSD
one-off · no wallet required
Abstract
In petrochemical industry, the production of polyvinyl chloride (PVC) is accompanied by formation of heavy end wastes which consist of a mixture of di and multichloro compounds as kind of materials which are generated in ethylene dichloride (EDC) purifcation. A high quantity of chloro compounds found in the heavy end waste allows it to be polymerized with alkaline polysulfdes to form polysulfde polymers. Thus, according to this, the environmentally hazardous heavy ends waste can now be converted into useful polysulfde polymers without any environmental problem. There are some methods for synthesizing a polysulfde polymer (PSP) from this waste. PSP with a rubbery property can be used for modifcation of bitumen. In this research the effects of polysulfde polymer (PSP) and the polysulfde polymer prepared by heavy end waste (wPSP) on bitumen and asphalt have been studied. Samples of 1, 3, 5% of PSP and wPSP as modifers in bitumen have been prepared and their physical and mechanical properties are compared. Using this new modifer causes a fall in softening point (PSP=39.5%, wPSP=27.6%) and increase in enetration point (PSP=17.8% , wPSP=15.5%) and in asphalt mixture it causes decreases in rutting but has a small effect on Marshall strength of asphalt samples (PSP=4% , wPSP=11.6%).
| Reference Key |
hadavand2013modification
Use this key to autocite in the manuscript while using
SciMatic Manuscript Manager or Thesis Manager
|
|---|---|
| Authors | ;Behzad Shirkavand Hadavand;Mansour Fakhri;Hani Yazdi Aznaveh |
| Journal | critical care nursing clinics of north america |
| Year | 2013 |
| DOI |
10.22063/jipst.2013.594
|
| URL | |
| Keywords |
Citations
No citations found. To add a citation, contact the admin at info@scimatic.org
Comments
No comments yet. Be the first to comment on this article.