A J Scala
Abstract
The deflection response of a number of pavements to various single and tandem axle loads are measured and compared. The problem of equivalent destructive effect is discussed and recommendations made as to the loads on each loading system which will cause equal distress (a).
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The deflection response of a number of pavements to various single and tandem axle loads are measured and compared. The problem of equivalent destructive effect is discussed and recommendations made as to the loads on each loading system which will cause equal distress (a).
Key concepts: Axle, Structural engineering, Deflection (physics), Axle load, Tandem, Engineering, Forensic engineering, Physics