I need the answer as soon as possible The coefficient of permeability of a soilA. Increases with a increase in temperatureB. Increases with a decrease in temperatureC. Increases with decrease in unit weight of waterD. Decreases with an increase in void ratio

Permeability is inversely proportional to viscosity . Viscosity is inversely proportional to…

Answered: 3. The coefficient of permeability of a…

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Weight-volume Relationships And Plasticity

Section: Chapter Questions

Problem 3.1P

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Similar questions

The void ratio of the soil is given as 0.6. Determine the porosity of the soil.
In natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven dry weight of the soil is 34.54 lb. If Gs = 2.71, calculate the porosity.
Calculate the effective stress in kPa for a soil element at a depth of 5 m from the uniform deposit. The water table is 2 m below the ground. Above the water table the degree of saturation is 0.6 the moisture content is 30 % and below the water table the water content is 40% a.29.4 b.112.0 c.82.6 d.53.2
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A stratum of normally consolidated clay 7 m thick is located at a depth 12m below ground level. The natural moisture content of the clay is 40.5 per cent and its liquid limit is 48 per cent. The specific gravity of the solid particles is 2.76. The water table is located at a depth 5 m below ground surface. The soil is sand above the clay stratum. The submerged unit weight of the sand is 1 1 kN/m3 and the same weighs 18 kN/m3 above the water table. The average increase in pressure at the center of the clay stratum is 120 kN/m2 due to the weight of a building that will be constructed on the sand above the clay stratum. Estimate the expected settlement of the structure in cm. a. 9.55 b. 4.96 c. 4.83 d. 23.3
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at 0.45 porosity the hydraulic conductivity of sand is 0.010 .what is hydraulic conducitvity at m = 0.50
In its natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven-dried weight of the soil is 34.54 lb. If Gs=2.67, calculatea) Moisture content (%) b) Moist unit weight (lb/ft3)c) Dry unit weight (lb/ft3) d) Void ratio, ee) Porosity, n f) Degree of saturation, S (%)

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3. The coefficient of permeability of a soil A. Increases with a increase in temperature B. Increases with a decrease in temperature C. Increases with decrease in unit weight of water D. Decreases with an increase in void ratio