International Journal of Concrete Structures and Materials

Table 4 Workability tests results.

From: Critical Grain Size of Fine Aggregates in the View of the Rheology of Mortar

Sample	Mini-slump flow		Channel flow
Sample	Flow (mm)	T_f (s)	Flow (mm)	T_f (s)
G 1.77	280	30	830	70
G 1.43	280	27	740	96
G 0.89	270	23	630	70
G 0.64	240	22	680	88
G 0.45	230	13	500	90
G 0.34	120	8	310	30
M 1.33	290	60	690	110
M 1.04	270	60	620	80
M 0.66	290	60	700	120
Sand	260	26	750	78

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