Andere Kunden interessierten sich auch für
![Measurement of Permeability of the Sand by Using Darcy's Law]( "Measurement of Permeability of the Sand by Using Darcy's Law")
Measurement of Permeability of the Sand by Using Darcy's Law32,99 €![Stress Analysis on Cylinder Head]( "Stress Analysis on Cylinder Head")
Stress Analysis on Cylinder Head27,99 €![Response of human subject while working in agricultural conditions]( "Response of human subject while working in agricultural conditions")
Response of human subject while working in agricultural conditions26,99 €![Study of Flow and Heat transfer of Nanofluids in various applications]( "Study of Flow and Heat transfer of Nanofluids in various applications")
Study of Flow and Heat transfer of Nanofluids in various applications22,99 €![Investigation of Low Head Hydraulic Air Compressor Performance]( "Investigation of Low Head Hydraulic Air Compressor Performance")
Investigation of Low Head Hydraulic Air Compressor Performance23,99 €![Butyl Rubber Composites for Sensing, Barrier and other Applications]( "Butyl Rubber Composites for Sensing, Barrier and other Applications")
Butyl Rubber Composites for Sensing, Barrier and other Applications42,99 €![Polymer Permeability]( "Polymer Permeability")
Polymer Permeability158,99 €
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.