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Irregularities of pavement surface, from the small-scale unevenness of material on pavement surface to the large-scale undulating of vertical curve of a highway or an airport, all belong to spatial fluctuation of pavement surface at different scale.
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The DLI is a profile-based index developed in order to be representative of truck dynamic loads transmitted to road pavements due to the presence of irregularities on pavements surface [21].
The dynamic behaviour of multi-span continuous bridges under a moving vehicular load is investigated by considering the effect of interaction between the vehicle and the bridge pavement, the torsion in the bridge due to eccentrically placed vehicles and the randomness of the surface irregularity of the pavement.
Like irregularities of the road pavements, using appropriate instruments riding on the surface of the rail, measurements of profiles can be collected.
Parameters of the TMD, of pavement irregularity models and of the bridge-vehicle models are considered as random variables.
The three indices are used in combination because each of them is focused on a particular effect induced by the presence of irregularities along road pavement surface.
Actually, the same was true of "Pavement".
I drove to the end of pavement and got out.
Part of pavement of floor remaining.
Either way it's a lot of pavement.
The choice of pavement type is often determined by economics.
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