Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Tangzhong Wei"'
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
Cold recycled asphalt mixture (CRAM) has been reported to be able to provide a cleaner method to rehabilitate damaged asphalt pavement. This work used the CRAM containing emulsified asphalt (AE) and cement to investigate the methods of improving its
Externí odkaz:
https://doaj.org/article/b0e36267d8a345a7b755408dd3c5ff78
Publikováno v:
Frontiers in Materials. 9
In order to match the color difference between black asphalt mixture and light-colored cement grouting paste in semiflexible pavement, carbon black (CB) with four mass ratios (i.e., 2, 4, 6, and 8%) was incorporated into a rapid-hardening cement grou
Publikováno v:
Construction and Building Materials. 273:121715
The commonly used curing regime in one-part AAFSS is air curing or sealed standard curing. In this research, one-part alkali-activated fly ash sinking beads and slag (AAFSS) was prepared by using composite activators. The difference between standard
Publikováno v:
Construction and Building Materials. 264:120710
To decrease the solar radiation heat entering the pavement, glass microsphere (GM) was selected as filler to replace limestone mineral filler (LMF) to improve the thermal resistance of asphalt mixture. The influence of GM on the thermal performance o
Publikováno v:
Construction and Building Materials. 263:120609
In this paper, glass microsphere (GM) was used to prepare thermal resistance asphalt mixture (TRAM) by replacing limestone mineral filler (LMF). The mixture was applied in the top layer of asphalt pavement to decrease the solar radiation transferring
Publikováno v:
Journal of Materials in Civil Engineering. 26:312-319
Studies in recent years have proved that warm-mix asphalt (WMA) additives can effectively improve the rheological properties of crumb-rubber-modified asphalt (CRMA) without significantly affecting its engineering properties. However, limited research
Publikováno v:
Journal of Wuhan University of Technology-Mater. Sci. Ed.. 28:726-732
CRMA was prepared by mixing PG 64-22 asphalt with crumb rubber powder of 40 mesh size and 18% by weight of the asphalt. Sasobit®, a typical organic wax additive, was selected and added into CRMA. A series of tests, namely, brookfield viscosity, envi