Predicting Geotechnical Parameters of Fine-grained Dredged Materials Using the Slump Test Method and Index Property Correlations
Physical Properties and Engineering Behavior
THE SLUMP TEST METHOD
Experimental Methods and Applicability
Figure 1. Dredged material slump test sequence
Figure 2. Normalized slump versus water content for several dredged materials
Figure 4. Dredged material water content as a function of bulk wet density (same as bulk unit weight)
Method for predicting unknown Atterberg limits
Methods for predicting unknown phase relationships
Figure 5. Percent solids by weight as a function of water content
Figure 6. Vane shear strength as a function of water content and liquid limit
Figure 7. Predictive curve from dredged material self-weight and fixed-ring consolidation data
SUMMARY - doerd10013
REFERENCES - doerd10014
REFERENCES (cont.) - doerd10015
doerd1
Physical Properties and Engineering Behavior
THE SLUMP TEST METHOD
Experimental Methods and Applicability
Figure 1. Dredged material slump test sequence
Figure 2. Normalized slump versus water content for several dredged materials
Figure 4. Dredged material water content as a function of bulk wet density (same as bulk unit weight)
Method for predicting unknown Atterberg limits
Methods for predicting unknown phase relationships
Figure 5. Percent solids by weight as a function of water content
Figure 6. Vane shear strength as a function of water content and liquid limit
Figure 7. Predictive curve from dredged material self-weight and fixed-ring consolidation data
SUMMARY - doerd10013
REFERENCES - doerd10014
REFERENCES (cont.) - doerd10015
doerd1
