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Reply to the discussion by Wanatowski and Chu on “On equivalent granular void ratio and steady state behaviour of loose sand with fines”Appears in the Canadian Geotechnical Journal,<b>46</b>(4): 482.
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2009
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EngineeringMeasurementGranular MediumCanadian Geotechnical JournalEarth ScienceSoil MechanicGeotechnical EngineeringData ScienceGeotechnical ProblemData ManagementStatisticsLoose SandSteady State BehaviourSmall Value.the ReliabilityEngineering GeologySedimentologySediment TransportGeotechnical PropertyCivil EngineeringGeomechanicsTrend LineData Points
represented by a single equivalent granular SSL. The root-mean-square deviation (RMSD) value, which measures thescatter of the data points about the trend line, is 0.028, andthis is a very small value.The reliability of the improved eqs. [R2] and [R3] wasfurther examined by repeating the above synthesis for allother data sets. Thus, a new set of (
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