Requirements of
Bituminous mixes
Stability
Stability is defined as the resistance of the paving mix to
deformation under traffic load. Two examples of failure are (i) shoving - a
transverse rigid deformation which occurs at areas subject to severe
acceleration and (ii) grooving - longitudinal ridging due to channelization of
traffic. Stability depend on the inter-particle friction, primarily of the
aggregates and the cohesion offered by the bitumen. Sufficient binder must be
available to coat all the particles at the same time should offer enough liquid
friction. However, the stability decreases when the binder content is high and
when the particles are kept apart.
Durability
Durability is defined as
the resistance of the mix
against weathering and
abrasive
actions.
Weathering causes hardening due to loss of volatiles in the bitumen. Abrasion
is due to wheel loads which causes tensile strains. Typical examples of failure
are (i) pot-holes, - deterioration of pavements locally and (ii) stripping,
lost of binder from the aggregates and aggregates are exposed. Disintegration is
minimized by high
binder content since
they cause the mix to be air
and waterproof and the bitumen lm is more resistant to hardening.
Flexibility
Flexibility is a measure
of the level
of bending strength
needed to counteract traffic load
and prevent cracking of surface. Fracture is the cracks formed on the surface
(hairline-cracks, alligator cracks), main reasons are shrinkage and brittleness
of the binder. Shrinkage cracks are due to volume change in the binder due to
aging. Brittleness is due to repeated bending of the surface due to traffic
loads. Higher bitumen content will give better flexibility and less fracture.
Skid resistance
It is the resistance of the finished pavement
against skidding which depends on the surface texture and bitumen content. It
is an important factor in high speed traffic. Normally, an open graded coarse
surface texture is desirable.
Workability
Workability is the ease with which the mix can be
laid and compacted, and formed to the required condition and shape. This
depends on the gradation of aggregates, their shape and texture, bitumen
content and its type. Angular, flaky, and elongated aggregates workability. On
the other hand, rounded aggregates improve workability.
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