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Unformatted text preview: 4. For soils E and G of Problem 1.1: a. Plot the grain size distribution curves for each soil (both can be plotted on the same graph). b. Determine D 10 , D 30 , D 60 , C u and C z (if one or more of these cannot be defined, then label as N/A (not applicable). c. Classify the soils according to the USCS (use the table provided in class and posted on Blackboard). 5. What is an engineered fill? How do they differ from non-engineered fills (1.6)?...
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- Spring '10
- Geotechnical Engineering