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for road construction. In opposite to the normal usage of concrete, ie. construction of buildings, we have dynamic loads here, which are acting through the asphalt concrete to the road base (see figure 1).
Idealised, the force F is acting only in one point (the tyre of a vehicle), which is moving by time over the road. If we look at one segment of the road, then for this segment an alternating stress occurs. The segment is deflected under the force F, but if the force F has passed the segment, the deflection has to go back. Than this segment is loaded again, relieved, loaded, and so on.
Unfortunately, normal concrete is not able to stand this alternating stress for a long period of time. If a load is so high, that the elasticity limit of the concrete is exceeded, a plastic deformation will stay even after the load has passed the segment. But in reality, after every load a small amount of deformation will stay. This effect is well known causing furrows.
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| Therefore, an ideal concrete for road construction should have the following attributes:
High modulus of elasticity.
High flexibility.
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 Fig. 1 |
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