Types of Road Pavement
· Flexible Pavement (Bituminous Pavements) :
Flexible
pavements are constructed of several layers of natural granular material
covered with one or more waterproof bituminous surface layers, and as the name imply, is
considered to be flexible. A flexible pavement will flex (bend) under the load of a tyre. The
objective with the design of a flexible pavement is to avoid the excessive flexing of any layer,
failure to achieve this will result in the over stressing of a layer, which ultimately will cause the
pavement to fail. In flexible pavements, the load distribution pattern changes from one layer
to another, because the strength of each layer is different. The strongest material (least
flexible) is in the top layer and the weakest material (most flexible) is in the lowest layer. The
reason for this is that at the surface the wheel load is applied to a small area, the result is high
stress levels,deeper down in the pavement, the wheel load is applied to larger area, the result
is lower stress levels thus enabling the use of weaker materials.
covered with one or more waterproof bituminous surface layers, and as the name imply, is
considered to be flexible. A flexible pavement will flex (bend) under the load of a tyre. The
objective with the design of a flexible pavement is to avoid the excessive flexing of any layer,
failure to achieve this will result in the over stressing of a layer, which ultimately will cause the
pavement to fail. In flexible pavements, the load distribution pattern changes from one layer
to another, because the strength of each layer is different. The strongest material (least
flexible) is in the top layer and the weakest material (most flexible) is in the lowest layer. The
reason for this is that at the surface the wheel load is applied to a small area, the result is high
stress levels,deeper down in the pavement, the wheel load is applied to larger area, the result
is lower stress levels thus enabling the use of weaker materials.
· Rigid
Pavement (Concrete pavement):
Rigid
pavements are composed of a PCC surface course. Such pavements are
substantially "stiffer" than flexible pavements due to the high modulus of elasticity of the PCC
material. Further, these pavements can have reinforcing steel, which is generally used to
reduce or eliminate joints. The increased rigidity of concrete allows the concrete surface layer
to bridge small weak areas in the supporting laye through what is known as beam action. This
allows the placement of rigid pavements on relatively weak supporting layers, as long as the
supporting layer material particles will not be carried away by water forced up by the pumping
action of wheel loads.
substantially "stiffer" than flexible pavements due to the high modulus of elasticity of the PCC
material. Further, these pavements can have reinforcing steel, which is generally used to
reduce or eliminate joints. The increased rigidity of concrete allows the concrete surface layer
to bridge small weak areas in the supporting laye through what is known as beam action. This
allows the placement of rigid pavements on relatively weak supporting layers, as long as the
supporting layer material particles will not be carried away by water forced up by the pumping
action of wheel loads.
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