The study was done with Sylhet Sand. Same soil sample was prepared
by air pluviation from different height and same soil sample was
prepared by temping. Each time the soil density was expected to be
changed. After this treatment, the specimens that were prepared by
this soil sample subjected to constant head and variable head
permeability test. At first soil's specific gravity and maximum and
minimum density was measured and during permeability tests,
sample's void ratio, density as well as relative density was
measured. Coefficient of permeability Vs void ratio, coefficient of
permeability Vs relative density and coefficient of permeability Vs
density was plotted. The change of permeability with the change of
void ratio, density as well as relative density is linear in the
case of constant head method and falling head method.
Is the information for this product incomplete, wrong or inappropriate?
Let us know about it.
Does this product have an incorrect or missing image?
Send us a new image.
Is this product missing categories?
Add more categories.
Review This Product
No reviews yet - be the first to create one!