Research Article
Experimental Study on Autogenous and Drying Shrinkage of Steel Fiber Reinforced Lightweight-Aggregate Concrete
Table 6
Test results of mix slump and apparent density of SFRLAC.
| | Mix number | Slump (mm) | Apparent density (kg/m3) | Cubic compressive strength (MPa) | | Wet | Dry |
| | HL0.3/0.4 | 165 | 1754 | 1695 | 47.2 | | HL0.3/0.8 | 197 | 1809 | 1753 | 49.3 | | HL0.3/1.2 | 170 | 1842 | 1784 | 57.6 | | HL0.3/1.6 | 98 | 1843 | 1787 | 60.9 | | HL0.3/2.0 | 46 | 1919 | 1843 | 64.8 | | HL0.25/0.8 | 35 | 1820 | 1783 | 59.3 | | HL0.35/0.8 | 175 | 1796 | 1696 | 47.8 | | HM0.3/0.8 | 85 | 2069 | 1946 | 51.7 | | NL0.3/0.8 | 150 | 1682 | 1651 | 45.0 | | NM0.3/0.8 | 75 | 2000 | 1869 | 54.1 |
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