In a falling head permeability test the initial head of 1.0m dropped to 0.35 m in 3 hours, the diameter of the stand pipe being 5 mm. The soil specimen was 200 mm long and of 100 mm diameter. The coefficient of permeability of the soil is: (A) 4.86 ×10-5 cm/s (B) 4.86 x 10-6cm/s (C) 4.86 x 105cm/s (D) 4.86 x106 cm/s

In a falling head permeability test the initial head of 1.0m dropped to 0.35 m in 3 hours, the diameter of the stand pipe being 5 mm. The soil specimen was 200 mm long and of 100 mm diameter. The coefficient of permeability of the soil is: (A) 4.86 ×10-5 cm/s (B) 4.86 x 10-6cm/s (C) 4.86 x 105cm/s (D) 4.86 x106 cm/s

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Hydraulic Conductivity

Section: Chapter Questions

Problem 6.7P

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