The results of a constant head permeability test for a fine sand are as follows: Diameter of the sample 33 cm %3D Length of sample 55 cm %3D Constant head difference 74 cm Time of collection 580 secs Weight of water collected = 382 grams Find the seepege velocity in cm/min if the void ratio is 0 38. Round off to four decimal places.

The results of a constant head permeability test for a fine sand are as follows: Diameter of the sample 33 cm %3D Length of sample 55 cm %3D Constant head difference 74 cm Time of collection 580 secs Weight of water collected = 382 grams Find the seepege velocity in cm/min if the void ratio is 0 38. Round off to four decimal places.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.27P

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