Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Gailan Ismat Safaeldeen"'
Publikováno v:
Cleaner Engineering and Technology, Vol 15, Iss , Pp 100666- (2023)
The complicated behavior of modified asphalt binders in the asphalt matrix makes it difficult to predict their consistency, particularly when waste materials and two or more modifiers are present. This research investigated the effect of waste denim
Externí odkaz:
https://doaj.org/article/8a1cf5fd03654eb789121661a7c4d9d2
Autor:
Sajjad Noura, Abdulnaser M. Al-Sabaeei, Gailan Ismat Safaeldeen, Ratnasamy Muniandy, Alan Carter
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00633- (2021)
Rubberized asphalt is known for its elastic deformation recovery and good resilience in response to loads owing to the elastic characteristics of tire rubber powder. There are several methods for the prediction of the stiffness modulus of asphalt mix
Externí odkaz:
https://doaj.org/article/187455bf3dcd4d4ab3f0be82d6ba05a7
Autor:
Gailan Ismat Safaeldeen, Ramez A. Al-Mansob, Abdulnaser M. Al-Sabaeei, Nur Izzi Md Yusoff, Amiruddin Ismail, Wah Yen Tey, Wan Nur Aifa Wan Azahar, Ahmad Nazrul Hakimi Ibrahim, Taha Mohammed Jassam
Publikováno v:
Polymers; Volume 14; Issue 21; Pages: 4726
Modifiers such as fibers, fillers, natural and synthetic polymer extenders, oxidants and anti-oxidants, and anti-stripping agents are added to produce modified asphalt. However, polymers are the most widely utilized modifiers to enhance the function
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d23ea7a2f7fec2382b10638965923dd7
https://doi.org/10.3390/polym14214726
https://doi.org/10.3390/polym14214726
Autor:
Gailan Ismat Safaeldeen, Abdulnaser M. Al-Sabaeei, Ratnasamy Muniandy, Alan Carter, Sajjad Noura
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss, Pp e00633-(2021)
Rubberized asphalt is known for its elastic deformation recovery and good resilience in response to loads owing to the elastic characteristics of tire rubber powder. There are several methods for the prediction of the stiffness modulus of asphalt mix
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::52828baf6555ccb1438de1182ac243ad
https://doi.org/10.1016/j.cscm.2021.e00633
https://doi.org/10.1016/j.cscm.2021.e00633