Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
10285051 | Construction and Building Materials | 2016 | 6 Pages |
Abstract
The slump, slump flow and tube flow of CLSM decreased as the replacement increased. The slump of the 30% replacement was lower than control group by 50Â mm and the tube flow was 10% lower than that of the control group. When the replacement of the slag of BSSF was 10-30%, the setting time was 297-270Â min, which was shortened gradually. The value of the ball drop of various replacements was 46-61Â mm, meeting the specified value. The compressive strength before the age of 28Â days decreased as the replacement increased. The compressive strength of the 40% and 50% replacements increased inversely from 56Â days to 91Â days. The replace up to 30% when the test body has up to 0.2% expansion, this time there have been many test body bursting point and partial damage, but still not the whole test specimen fracture.
Keywords
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Her-Yung Wang, Kuo-Wei Chen,