Verifies compaction
Confirms the layer meets the stiffness the design assumed.
Geotechnical Investigation
Plate-loading measurement of soil and subgrade stiffness from the second loading cycle.
The EV2 modulus is derived from the second loading cycle of a plate load test and is widely used to check the stiffness and compaction of subgrade and embankment layers against specified minimum values.
The plate-load modulus EV2 comes from the second loading cycle of a plate test on a subgrade or embankment layer. It measures stiffness, and together with the first-cycle value it indicates how well the layer has been compacted, before the next layer is placed on top.
Confirms the layer meets the stiffness the design assumed.
The test is done on site with results the same day.
A firm subgrade extends pavement life.
Clear pass/fail against the specified modulus.
Level a small area of the compacted layer.
Set the plate against a reaction vehicle with a hydraulic jack.
Two cycles, recording settlement at each stage.
Determine EV1 and EV2 and the ratio between them.
A low ratio suggests a well-compacted layer; a high ratio suggests more compaction is needed.
No. EV2 measures stiffness; CBR measures penetration resistance.
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