The test temperature was 26degc compute the coefficient of, Civil Engineering

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The test temperature was 26degc compute the coefficient of

A falling-head permeability test on a specimen of fine sand 16 cm; in area and 9 cm long gave a k of 7 x 10-` cm/s. The dry, mass of the sand specimen was 210 g and its p, was 2.68 Mg/m³. The test temperature was 26°C. Compute the coefficient of permeability of the sand for a void ratio of 0.70 and the standard temperature of 20-C. (Ariel A. Casagiantle.)

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Civil Engineering: The test temperature was 26degc compute the coefficient of

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