Rigid
pavements
Rigid pavements have sufficient flexural strength
to transmit the wheel load stresses to a wider area below. A typical cross
section of the rigid pavement is shown in Figure. Compared to flexible
pavement, rigid pavements are placed either directly on the prepared sub-grade
or on a single layer of granular or stabilized material. Since there is only
one layer of material between the concrete and the sub-grade, this layer can be
called as base or sub-base course.
In rigid pavement, load is distributed by the slab
action, and the pavement behaves like an elastic plate resting on a viscous
medium .Rigid pavements are constructed by Portland cement concrete (PCC) and
should be analyzed by plate theory instead of layer theory, assuming an elastic
plate resting on viscous foundation. Plate theory is a simplified version of
layer theory that assumes the concrete slab as a medium thick plate which is
plane before loading and to remain plane after loading. Bending of the slab due
to wheel load and temperature variation and the resulting tensile and flexural
stress.
Types of
Rigid Pavements
Rigid pavements
can be classified
into four types:
Jointed plain
concrete pavement (JPCP),
Jointed reinforced
concrete pavement (JRCP),
Continuous
reinforced concrete pavement (CRCP), and
Pre-stressed
concrete pavement (PCP).
Jointed Plain Concrete Pavement: are plain cement concrete
pavements constructed with closely spaced contraction joints. Dowel bars or
aggregate interlocks are normally used for load transfer across joints. They
normally has a joint spacing of 5 to 10m.
Jointed Reinforced Concrete Pavement: Although reinforcements
do not improve the structural capacity significantly, they can drastically
increase the joint spacing to 10 to 30m. Dowel bars are required for load
transfer. Reinforcements help to keep the slab together even after cracks.
Continuous
Reinforced Concrete Pavement: Complete elimination of joints are achieved by
reinforce-ment.
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