Suggestions(1)
Exact(2)
SCCs containing pumice exhibit a compressive strength at least equal to that of control concrete at early ages and higher than the ones of the control mix at long term ages.
On the contrary, mixtures with pumice present compressive strength values close or higher than the ones of the control mix at both early and long term ages with a remarkable increase at long term.
Similar(57)
Short term aged, long term aged and un-aged samples were prepared for ultrasonic measurements.
The samples were also subjected to short and long term ageing and further investigated by DSR.
On the other hand, extensive long term aging effects were measured in case of WMA mixtures.
However, the physical structure did not seem to show any changes after undergoing long term aging.
Test results indicated that wet cracks of long term aged asphalt concrete could be healed using healing agents (HAs).
However localised impact loading and long term ageing effects of under-the-hood plastic components is not well understood.
In this sense, long term aging was simulated in the laboratory on compacted specimens by means of the Viennese Aging Procedure (VAPro).
To the best of our knowledge, this is the first systematic long term aging study on PIM-1 via simultaneous analysis of sorption and permeation kinetics.
This study investigated the effect of temperature and moisture ingress on the crack healing ability of long term aged AC-13 asphalt mortar and mixtures.
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