Exact(4)
Open image in new window Fig. 5 Measured slump flow of AMS fibre cementitious composites for two fibre length of L = 15 mm and 30 mm.
Open image in new window Fig. 6 Effect of ash-to-cement ratio on the adsorption of aliphatic SP. The measured slump flow of the ash cement pastes at the pre-determined time interval up to 90 min was plotted against time as shown in Fig. 7.
With this apparatus, the slump-height of the NC was measured and the measured slump of the NC was 170 mm in accordance with ASTM C143 (2003), as shown in Fig. 1a.
The measured slump flow of the SCC was 655 mm, which satisfied the JSCE's 1st class criteria (2005) for flowability, as listed in Table 5.
Similar(56)
This measured geometrical value (slump, spread) is linked to the plastic yield value of these yield stress materials.
The plastic character of the concrete is measured in "slump", which is determined by filling a metal "slump" cone with the mixed, wet concrete, lifting the cone off gently, then measuring how far the concrete sags, or slumps.
The workability was measured by slump and mini-flow tests.
The workability of fresh SCC was measured using slump test, V-funnel flow time test, J-Ring, L-Box and sieve stability tests.
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The workability was measured from the slump when the concrete was mixed manually or mechanically.
Density and working ability (measured in a slump test) of the fresh concretes were obtained according to JGJ/T70-2009.
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