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construction and refurbishment of earthen irrigation channel banks

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There are two forms <strong>of</strong> this test: St<strong>and</strong>ard Compaction <strong>and</strong> Modified Compaction.When determining Maximum Dry Density, only St<strong>and</strong>ard Compaction(AS1289.5.1.1-1993) is referred to in this document. Laboratory testing <strong>and</strong> fieldexperience has shown that the moisture-density relationships produced by theSt<strong>and</strong>ard Laboratory Compaction test correlates reasonably closely with most<strong>channel</strong> bank field compaction procedures using the fine grained cohesive soilstypical <strong>of</strong> <strong>earthen</strong> <strong>channel</strong> <strong>banks</strong>. Therefore the St<strong>and</strong>ard Compaction test is usedfor compaction testing <strong>of</strong> <strong>earthen</strong> <strong>channel</strong> <strong>banks</strong>.Modified Compaction (AS1289.5.2.1-1993) is typically used for road pavementgravels <strong>and</strong> granular materials <strong>of</strong> low plasticity where high design loads will beencountered. The compactive effort for the modified test is more than four times asgreat as for the st<strong>and</strong>ard test <strong>and</strong> this yields a greater soil density.16.12.2 Field Dry DensityFor density control, it is necessary to determine soil density actually obtained in thefield <strong>and</strong> compare this with the specified soil density.Determination <strong>of</strong> field dry density can be carried out by direct or indirect methods.Direct methods measure actual density. These methods are specified in:AS1289.5.3.1-1993 Determination <strong>of</strong> the field density <strong>of</strong> a soil – S<strong>and</strong> replacementmethod using a s<strong>and</strong>-cone pouring apparatusAS1289.5.3.2-1993 Determination <strong>of</strong> the field dry density <strong>of</strong> a soil – S<strong>and</strong>replacement method using a s<strong>and</strong> pouring can, with or withouta volume displacerAS1289.5.8.1-1995 Determination <strong>of</strong> field density <strong>and</strong> field moisture content <strong>of</strong> asoil using a nuclear surface moisture-density gauge – Directtransmission modeAS1289.5.3.5-1997 Determination <strong>of</strong> the field dry density <strong>of</strong> a soil – Waterreplacement methodIndirect methods provide an empirical measure <strong>of</strong> achieved density bymeasurement <strong>of</strong> another engineering property, principally shear strength. Themethods include those specified in:AS1289.6.3.2-1997 Soil strength <strong>and</strong> consolidation tests – Determination <strong>of</strong> thepenetration resistance <strong>of</strong> a soil – 9kg dynamic conepenetrometer testAS1289.6.3.3-1997 Soil strength <strong>and</strong> consolidation tests – Determination <strong>of</strong> thepenetration resistance <strong>of</strong> a soil – Perth s<strong>and</strong> penetrometer testAS1289.6.5.1-1999 Soil strength <strong>and</strong> consolidation tests – Determination <strong>of</strong> thestatic cone penetration resistance <strong>of</strong> a soil – Field test using amechanical <strong>and</strong> electrical cone or friction-cone penetrometerConstruction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 16-22

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