Sentence examples for mm sand from inspiring English sources

b 20 mm sand asphalt with 60 mm overlay.

A simple method is provided for calculating transport rates of not too fine (d50≥0.20 mm) sand under sheet flow conditions.

Upper: bed elevation change for section E E; Lower: the fraction of 0.2 mm sand along section E E for S2.

Experimental test findings determined the mix proportions of Mud-Concrete block as 4% cement (minimum), fine ≤ 10% (≤ sieve size 0.425 mm), sand 55 60% (sieve size 0.425 mm ≤ sand ≤4.75 mm), gravel 30 35% (sieve size 4.75 mm ≤ gravel≤ 20 mm) and water 18%to20%0% from the dry mix.

The collapse of the shoreline road would significantly hamper the Fig. 12. Upper: bed elevation change for section E E; Lower: the fraction of 0.2 mm sand along section E E for S2.

Gravel (6 and 20 mm), sand (1.5 mm), Ecosoil (inert 2 mm aggregate provided by Atlantis Water Management Limited), block paving and turf were tested in terms of their influence on the water quality.

However, mean α values for 0.230, 0.536 and 0.719 mm sands were found comparable with α values available in the literature for similar grain sizes.

Various heat carriers either 1-mm sand or SiC grains or 1.5-mm SS balls are lifted vertically 3 m with a conventional bucket elevator made from SS.

In the experimental tests, five different types of granular material (0 2 mm wet sand, 0 2 mm dry sand, 2 8 mm gravel, 8 16 mm crushed stone and 16 22 mm crushed rock) were impacted by four different types of small-arms bullets (7.62 mm Ball with a soft lead core, 7.62 mm AP with a hard steel core, 12.7 mm Ball with a soft steel core and 12.7 mm AP with a tungsten carbide core).

Gravel: coarse particles; the grain size is 4.75 ~ 9.5 mm; Coarse sand: fine particles; grain size is 0.42 ~ 2.0 mm; Fine sand: Toyoura sand, which is a very fine material.

These experiments were completed in a mobile bed of 1.8 mm coarse sand with migrating bedforms.