soil sample 10 cm in diameter is placed in a tube 1.2 m long. A constant supply of water is allowed to flow into one end of the soil at A and the outflow at B is collected by a beaker. The average amount of water collected is 2 cm3 for every 10 seconds. Determine the hydraulic gradient Determine the seepage velocity if the void ratio is 0.60 in cm/s. Determine the coefficient of permeability cm/s.

soil sample 10 cm in diameter is placed in a tube 1.2 m long. A constant supply of water is allowed to flow into one end of the soil at A and the outflow at B is collected by a beaker. The average amount of water collected is 2 cm3 for every 10 seconds. Determine the hydraulic gradient Determine the seepage velocity if the void ratio is 0.60 in cm/s. Determine the coefficient of permeability cm/s.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.9P

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A soil sample 15 cm in diameter is placed In a tube 2 m long. A constant supply of water is allowed toflow into one end of the soil at A and the outflow at B is collected by a beaker. The average amount ofwater collected is 2 cubic centimeter every 5 seconds. The tube is inclined and has a head differenceof 2.5 m. Determine the following 1. Hydraulic Gradiant. 2. Flowrate in cm/s. 3. Discharge Velocity in cm/s. 4. Seepage velocity in cm/s if porosity is 0.420. 5. Hydraulic Conductivity.
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A soil sample 10 cm in diameter is placed in a tube 1.2 m long. A constant supply of water is allowed to flow into one end of the soil at A and the outflow at B is collected by a beaker. The average amount of water collected is 2 cm3 for every 10 seconds. Determine the hydraulic gradient. Ans: 0.667
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