Estimate the coefficient of permeability for a uniform sand where a sieve analysis indicates that the D10 size is 0.15 mm (by Hazen formula). The particle-size distribution curve for a sand indicates that the D15 size is 0.19 mm. If the sand deposit is in the dense or compact state, estimate the coefficient of permeability.

Q: A sample of 500 g dry, when poured into a 2 litre capacity cylinder which is partially filled with…

A: Given that :- Weight of dry sand = 500 gm Water displaced by sand = 188 cm3 Volume of the sand = 188…

Q: Maximum and minimum void ratios of a sand sample were determined in the laboratory to be 0.9 and…

A: Given data : emin=0.3emax=0.9Void ratio of sand (e)=0.53

Q: For a sand deposit where field testing indicates that the in-situ, e=0.50, D10=0.55mm and Cu=8.…

A:

Soil Compaction Test

Soil compaction is the major area of geotechnical engineering. Soil is composed of multiple pores present on its surface, while the soil is mainly composed of gravel, sand, rocks, etc. The arrangement of these rocks and gravels is such that they build up voids (spaces) between them, which allows spaces for the roots of the plants and crops to spread and absorb the required amount of nutrients. Soil compaction is a major problem primarily caused by human activities, micro-organisms, and other multiple factors.