In a falling head permeability test the following data was recorded for a soil sample having a diameter of 150mm and a length of 200mm. Standpipe diameter is 9mm. Initial standpipe level (h1) ----- 1200mm ------ 900mm Final standpipe level (h2) ------ 900mm ------- 750mm Time interval (t2 – t1) ---------- 65 sec --------- 41 sec Compute the average value of the coefficient of permeability.

In a falling head permeability test the following data was recorded for a soil sample having a diameter of 150mm and a length of 200mm. Standpipe diameter is 9mm. Initial standpipe level (h1) ----- 1200mm ------ 900mm Final standpipe level (h2) ------ 900mm ------- 750mm Time interval (t2 – t1) ---------- 65 sec --------- 41 sec Compute the average value of the coefficient of permeability.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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