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Two or three MDDs, with modules at each
layer interface, are normally placed in each HVS section. During a test the
permanent deformation at each module is recorded, as are the elastic
deformation basins under standard test wheel loads.
The plastic deformation data have been used
to develop transfer functions relating load repetition to plastic strain in
the road building materials.
The deflection data can be used to
determine the effective elastic moduli for each pavement layer.
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