Natural or River sand are weathered and worn out particles of rocks and are of various grades or sizes depending upon the amount of wearing. Now-a-days good sand is not readily available, it is transported from a long distance. Those resources are also exhausting very rapidly. So it is a need of the time to find some substitute to natural river sand. The artificial sand produced by proper machines can be a better substitute to river sand. The sand must be of proper gradation (it should have particles from 0.075 mm to 4.75 mm in proper proportion). When fine particles are in proper proportion, the sand will have fewer voids. The cement quantity required will be less. Such sand will be more economical. Demand for manufactured fine aggregates for making concrete is increasing day by day as river sand cannot meet the rising demand of construction sector. Natural river sand takes millions of years to form and is not repleneshible. Because of its limited supply, the cost of Natural River sand has sky rocketed and its consistent supply cannot be guaranteed. Under this circumstances use of manufactured sand becomes inevitable. River sand in many parts of the country is not graded properly and has excessive silt and organic impurities and these can be detrimental to durability of steel in concrete whereas manufactured sand has no silt or organic impurities.
Looking at the current scenario and above stated facts, Greensand Industries have ventured into manufacturing of the following sands as per IS Specifications.
This type of sand is mainly used for masonry or Tile-laying works. This size falls in between the concrete and plastering M Sand thus reducing the Mortar space between the bricks and also avoiding voids
Property |
River sand |
Manufactured sand |
Remarks |
Shape |
Spherical particle |
Cubical particle |
Good |
Gradation |
Cannot be controlled |
Can be controlled |
|
Particle passing 75micron |
Presence of silt shall be less than 3%(IS:383-1970)reaffirmed 2007 |
Presence of dust particle shall be less than 15% |
Limit 3% for uncrushed & limit 15% for crushed sand |
Silt and Organic impurities |
Present (Retard the setting & Compressive Strength) |
Absent |
Limit of 5% for Uncrushed & 2% for Crushed sand |
Specific gravity |
2.3 – 2.7 |
2.5 – 2.9 |
May vary |
Water absorption |
1.5 - 3% |
2 – 4% |
Limit 2% |
Ability to hold surface moisture |
Up-to 7% |
Up-to 10% |
|
Grading zone(FM) |
Zone II and III |
Zone II |
Recommends Zone II for Mass Concrete |
Soundness |
Relatively less sound (Ex. >5) |
Relatively sound |
Limit 10% ss and 15% ms |
Alkali Silica Reactivity |
0.002 -0.01 |
0.001- 0.008 |
Limit 0.1%expansion |
Workability & its retention |
Good & Good retention |
Less & Less retention |
Control of fines & apply water absorption correction, use of plasticisers |
Setting |
Normal |
Comparatively faster |
Apply water absorption correction, use retarders |
Compressive strength |
Normal |
Marginally higher |
As shown above |
Permeability |
Poor |
Very poor |
|
Cracks |
Nil |
Tend to surface crack |
Early curing & protection of fresh concrete |