Difference Between Flexible Pavement and Rigid Pavement
The term pavement means the surfacing layer only. It is defined as
a structure having several layers bound together and placed at the top of the
soil subgrade so that it provides a smooth surface for the vehicles.
So the main objective behind construction of pavement is to provide
a smooth surface for the vehicles. Pavements are divided into two types with
respect to their structural behavior:
1. Flexible Pavements
2. Rigid Pavements
Sr. No. |
Particular |
Flexible
Pavement |
Rigid
Pavement |
01 |
Flexural strength |
Flexible pavements are those which on the whole have low or
negligible flexural strength and are rather flexible in their structural
action under the loads |
Rigid pavements are those which posses flexural strength or
flexural rigidity. |
02 |
Damage |
It has self healing properties as it deforms elastically |
The damage caused to the surface under heavy loading is of
permanent nature. |
03 |
Design |
The strength of subgrade is most important |
The flexural strength of concrete slab is the major factor |
04 |
Excessive loading |
It yields to excessive stresses resulting in local depression of
the surface. |
It ruptures by producing a crack on the surface |
05 |
Failure |
Its failure usually follows due to the movement of the subgrade |
The initial crack of the concrete slab on the surface is more
likely to be the main cause of failure. |
06 |
Normal loading |
It adjusts itself to loading by undergoing elastic deformation |
It tends to acts as a beam or cantilever and resists deformation |
07 |
Temperature effect |
Stresses are not induced in these pavements due to temperature
variations |
Heavy stresses are induced in these pavements due to temperature
variations |
08 |
Tensile stresses |
It cannot resist tensile stresses |
It can resist tensile stresses. |
09 |
Initial cost |
Its initial cost is low |
Its initial cost is high |
10 |
Life span |
Its life span is short |
Its life span is long |
11 |
Thickness |
Its thickness is more |
Its thickness is less. |
12 |
Joints requirement |
Joints are not required |
Joints are essentially required |
13 |
Skill and supervision |
Moderate skill and less supervision is required |
High degree of skill and more supervision is required |
14 |
Repair work |
Its repair work is easy |
Its repair work is difficult |
15 |
Subgrade requirement |
A reasonably good subgrade is required |
A good subgrade is not necessary |
16 |
In operation time |
It can be opened to traffic shortly after construction |
It requires curing after construction and thus cause delay in
opening to traffic |
17 |
Traffic load |
It is resilient to traffic load |
It is less resilient to traffic load |
18 |
Suitability for traffic |
It is suitable for all types of traffic |
It become noisy under iron wheeled traffic |
19 |
Corrugation development |
It develops corrugations |
It does not develop corrugations |
20 |
Tractive resistance |
It offers more tractive resistance |
It offers less tractive resistance |
21 |
Visibility at night |
It provide poor visibility at night |
It provides good visibility at night |
22 |
Maintenance cost |
Its maintenance cost is high |
Its maintenance cost is low |
23 |
Behavior during failure |
It does not undergo any change, but fails due to rupture under
load |
It undergoes the change in shape before failure |
24 |
Examples |
The stabilized soil roads, W.B.M. roads and other low cost roads
and bituminous roads which form a void free compact and elastic bed come
under the category of flexible pavements. |
Cement concrete roads which may either be plain, reinforced or
prestressed comes under the category of rigid pavements |
25 |
Diagram |
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