A sample of San Francisco Bay Mud (a marine silty clay) has an initial void ratio of 1.42, an associated vertical effective stress of 24.5 kPa, and an over-consolidation ratio (OCR) of 8.0. If the recompression index Cr = 0.10 determine the void ratio associated with the pre-consolidation stress. Round your answer to the 3rd decimal place.
A sample of San Francisco Bay Mud (a marine silty clay) has an initial void ratio of 1.42, an associated vertical effective stress of 24.5 kPa, and an over-consolidation ratio (OCR) of 8.0. If the recompression index Cr = 0.10 determine the void ratio associated with the pre-consolidation stress. Round your answer to the 3rd decimal place.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.12P
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A sample of San Francisco Bay Mud (a marine silty clay) has an initial void ratio of 1.42, an associated vertical effective stress of 24.5 kPa, and an over-consolidation ratio (OCR) of 8.0. If the recompression index Cr = 0.10 determine the void ratio associated with the pre-consolidation stress. Round your answer to the 3rd decimal place.
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