o (kN/m) 0.92 0.77 150 300 ©Cengage Leaning 2014
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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![11.11 An undisturbed clay has a preconsolidation pressure of 100 kN/m. A laboratory
consolidation tests yield the following data:
o' (kN/m?)
e
0.92
0.77
150
300
Determine the void ratio that corresponds to a pressure of 450 kN/m?.
DCengage Learing 2014](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5f631ff8-b743-4a9d-bc17-a25a480dae63%2F9aad45d4-5a63-4211-a2fc-d4855f4d5396%2Frmsy2k_processed.jpeg&w=3840&q=75)
Transcribed Image Text:11.11 An undisturbed clay has a preconsolidation pressure of 100 kN/m. A laboratory
consolidation tests yield the following data:
o' (kN/m?)
e
0.92
0.77
150
300
Determine the void ratio that corresponds to a pressure of 450 kN/m?.
DCengage Learing 2014
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