Example 3.16: A clay sample has void ratio of 0.50 in the dry condition. The grain specific gravity has been determined as 2.72. What will be the shrinkage limit of this clay?
Example 3.16: A clay sample has void ratio of 0.50 in the dry condition. The grain specific gravity has been determined as 2.72. What will be the shrinkage limit of this clay?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Example 3.16: A clay sample has void ratio of 0.50 in the dry condition. The grain specific
gravity has been determined as 2.72. What will be the shrinkage limit of this clay?
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