3. The particle size distribution curve of a particular soil sample yielded the figured values. Diameter corresponding to 10% finer = 0.096mm Diameter corresponding to 30% finer 0.16mm Diameter corresponding to 60% finer = 0.24mm. Determine the coefficient of uniformity and coefficient of gradation.

3. The particle size distribution curve of a particular soil sample yielded the figured values. Diameter corresponding to 10% finer = 0.096mm Diameter corresponding to 30% finer 0.16mm Diameter corresponding to 60% finer = 0.24mm. Determine the coefficient of uniformity and coefficient of gradation.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter5: Soil Compaction

Section: Chapter Questions

Problem 5.7P

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