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In normal layers in a road
pavement, the material in each layer is usually subjected to an increase
in the vertical stress during traffic loading.
This stress increase may cause the material to expand slightly in a
horizontal direction.
However, the surrounding layer material resists this expansion, resulting
in an increase in the horizontal stress
σ3.
The K-mould-test system is
designed to simulate this condition in the laboratory, and may be
described as a mechanical device in which the lateral restraint is
automatically increased as the soil or asphalt specimen is vertically
loaded.
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