(b). The results of a consolidation test on an undisturbed soil sampled at a depth of 10m below the Ground level are as follows: Ysat = 16KN/m3, Pre consolidation pressure =90 KPA, Yw = 10KN/m3. Calculate the over consolidation of soil and Type of consolidation soil. Solution: OCR Туре ............. ..............

(b). The results of a consolidation test on an undisturbed soil sampled at a depth of 10m below the Ground level are as follows: Ysat = 16KN/m3, Pre consolidation pressure =90 KPA, Yw = 10KN/m3. Calculate the over consolidation of soil and Type of consolidation soil. Solution: OCR Туре ............. ..............

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.3P

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Similar questions

Q#2: (a). What is consolidation? Explain the concept of NCR and OCR with examples in your own words. (b). The results of a consolidation test on an undisturbed soil sampled at a depth of 10m below the Ground level are as follows: ϒsat = 16KN/m3, Pre consolidation pressure =90 KPA, ϒw = 10KN/m3. Calculate the over consolidation of soil and Type of consolidation soil.
Q#2: (a). What is consolidation? Explain the concept of NCR and OCR with examples in your own words. (b). The results of a consolidation test on an undisturbed soil sampled at a depth of 10m below the Ground level are as follows: ϒsat = 16KN/m3, Pre consolidation pressure =90 KPA, ϒw = 10KN/m3. Calculate the over consolidation of soil and Type of consolidation soil. Solve only part B
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