Table 1 The result of sieve analysis of 1000 g sand sample.
From: Critical Grain Size of Fine Aggregates in the View of the Rheology of Mortar
Sieve no. | Sieve size (mm) | Percent passing (%) |
|---|---|---|
4 | 4.75 | 100 |
8 | 2.36 | 97 |
16 | 1.18 | 90 |
30 | 0.6 | 56 |
50 | 0.3 | 16 |
100 | 0.15 | 2 |
Pan | – | – |