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Civil - Highway Planning and Alignment - Design Of Flexible And Rigid Pavements

Equivalent single axle load

   Posted On :  25.07.2016 11:55 am
Equivalent single axle load

Vehicles can have many axles which will distribute the load into different axles, and in turn to the pavement through the wheels.

Equivalent single axle load

 

Vehicles can have many axles which will distribute the load into different axles, and in turn to the pavement through the wheels. A standard truck has two axles, front axle with two wheels and rear axle with four wheels. But to carry large loads multiple axles are provided. Since the design of flexible pavements is by layered theory, only the wheels on one side needed to be considered. On the other hand, the design of rigid pavement is by plate theory and hence the wheel load on both sides of axle need to be considered. Legal axle load: The maximum allowed axle load on the roads is called legal axle load. For highways the maximum legal axle load in India, specified by IRC, is 10 tonnes. Standard axle load: It is a single axle load with dual wheel carrying 80 KN load and the design of pavement is based on the standard axle load.

 

Repetition of axle loads: The deformation of pavement due to a single application of axle load may be small but due to repeated application of load there would be accumulation of unrecovered or permanent deformation which results in failure of pavement. If the pavement structure fails with N1 number of repetition of load W1 and for the same failure criteria if it requires N2 number of repetition of load W2 , then W1 N1 and W2N2 are considered equivalent. Note that, W1N1 and W2 N2 equivalency depends on the failure criterion employed.

 

Equivalent axle load factor: An equivalent axle load factor (EALF) defines the damage per pass to a pavement by the ith type of axle relative to the damage per pass of a standard axle load. While finding the EALF, the failure criterion is important. Two types of failure criterias are commonly tigue cracking model has the following form:


where, Nf is the number of load repetition for a certain percentage of cracking, t is the tensile strain at the bottom of the binder course, E is the modulus of elasticity, and f1; f2; f3 are constants. If we consider fatigue

 

 

Tags : Civil - Highway Planning and Alignment - Design Of Flexible And Rigid Pavements
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