Which type of pavement have low or negligible flexural strength?
Flexible pavement
Pavements are constructed layers of material that are laid over a soil subgrade to provide an all-weather surface for vehicles. They are broadly classified into different types based on their structural behavior and the materials used. One key property that distinguishes these types is their flexural strength.
Flexural strength, also known as modulus of rupture, is a measure of a material's ability to withstand bending forces before breaking.
Rigid pavements are typically constructed using Portland Cement Concrete (PCC). These pavements behave like a slab and distribute the load over a relatively wide area due to their high flexural strength. The concrete slab itself carries a significant portion of the load through bending.
Flexible pavements are typically constructed using layers of granular materials topped with an asphalt concrete surface. These pavements distribute the load to the subgrade through a layer-by-layer stress reduction mechanism. Unlike rigid pavements, they have very low or practically negligible flexural strength. The layers essentially deform under load, transferring stress downwards through grain-to-grain contact.
Semi-rigid pavements often incorporate stabilized layers (like cement-treated base) beneath an asphalt surface. They exhibit some degree of rigidity and flexural strength, falling somewhere between rigid and flexible pavements, but typically less than fully rigid pavements.
Based on the characteristics of different pavement types, flexible pavements are known for having low or negligible flexural strength. They rely on the cumulative strength of their layers and the subgrade for load support and distribution, rather than the bending resistance of a strong slab.
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