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Comparison of Flexible pavements and Rigid Pavements.
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| written 6.5 years ago by |
| Sr. No. | Flexible Pavement | Rigid Pavement |
|---|---|---|
| 1. | The earthen, gravel, water bound macadam and bituminous roads are known as flexible pavement. | Cement concrete roads are known as rigid pavement. |
| 2. | In flexible pavement, the top surface takes to shape of the sub surface soil. | The rigid pavement have more stiffness and capacity to bridge over loose soil pockets in the sub grade. |
| 3. | Due to more stiffness and thickness, there are no ups and downs on concrete roads. | Due to flexibility, there are ups and downs on WBM roads and bituminous roads, but there is no ups and down in case of rigid pavement. |
| 4. | Design principle based on load distribution characteristics of the components. | Designed and analysed by using the elastic theory. |
| 5. | Granular material is used in flexible pavement. | Cement concrete either plain reinforced or pre stressed concrete is used in rigid pavement. |
| 6. | It has low or negligible flexural strength. | It is associated with rigidity or flexural strength or slab action so the load is distributed over a wide area of sub-grade soil. |
| 7. | Elastic deformation due to normal loading. | Acts as a beam or cantilever for normal loading. |
| 8. | Local depression due to excessive loading. | Causes cracks due to excessive loading. |
| 9. | Transmits vertical and compressive stresses to the lower layer. | Tensile stress and temperature stress increase. |
| 10. | It is constructed in the number of layers in design practice. | It is laid in slabs with steel reinforcement in design practice. |
| 11. | Road can be used for traffic within 24 hours. | Road cannot e used until 14 days of curing. |
| 12. | Rolling f surfacing is required. | Rolling of the surfacing is not required. |
| 13. | Initial cost is low. | Initial cost is high. |
| 14. | Life span is short. | Life span is long. |
| 15. | Their thickness is more. | Their thickness is less. |