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Effects of Freezing on Hydraulic Conductivity of Compacted Clay
Publisher: American Society of Civil Engineers
Abstract: A compacted clay is subjected to five cycles of freezing and thawing at constant water content. The test specimens are then permeated in flexible‐wall permeameters at a relatively low effective stress of 35 kPa (5 psi) to ...
Closure to “<i>Effects of Freezing on Hydraulic Conductivity of Compacted Clay</i>” by Woon‐Hyung Kim and David E. Daniel (July, 1992, Vol. 118, No. 7)
Publisher: American Society of Civil Engineers