A clay sample originally 25 mm thick at a void ratio of 1.120 was subjected to a compressive load. After the clay sample was completely consolidated, its thickness was measured to be 24 mm. Determine the final void ratio. 1.0974 1.0752 1.0255 1.0352
A clay sample originally 25 mm thick at a void ratio of 1.120 was subjected to a compressive load. After the clay sample was completely consolidated, its thickness was measured to be 24 mm. Determine the final void ratio. 1.0974 1.0752 1.0255 1.0352
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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