4.2 Experimental findings: static axle load As stated in Section 3.2, the concept of number of equivalent standard axles, and the so called fourth power law, has been a highly debated topic. There has been many different reports in the literature regarding the exponent n in the load equivalence equation. This relation, comparing the damage caused by axles of different loads is
where Wx and Wref are axle loads and Nx and Nref are the corresponding number of load applications. Cebon concludes that for flexible pavements, values of 1.3 – 6 has been reported in the literature, while for composite and rigid pavements, values are thought to be as high as 8 – 33. COST 334 makes a distinction between individual distress modes, and reports that cracking of bituminous layers has a value of 4 − 7, permanent deformation of the subgrade has an exponent of perhaps 3 − 4 and permanent deformation of bituminous layers a value of 1 − 2.