On the mechanism of squat formation on train rails - Part I: Origination

On the mechanism of squat formation on train rails - Part II: Growth

Successful examples of co-operation in wheel rail interface management in the Netherlands

Squat treatment by way of minimum action based on early detection to reduce life cycle costsi

The dynamic vertical force at the discrete supports of the rail in the presence of singular rail surface defects

Simulation of dynamic responses of vehicle-track system for detection of track short wave defects

The determination of a critical size for rail top surface defects to grow into squats

Relationship between head checking initiation and operational conditions

Managing the wheel--rail interface: the Dutch experience

Numerical simulation of axle box accelertion of a railway wheel rolling over a rail geometrical irregularity

The validation of some numerical predictions on squats growth

Solution of the wheel-rail rolling contact in elasticity and elasto-plasticity using a transient finite element model

Detectability of isolated short wave rail surface defects by way of axle box acceleration

Differential wear and plastic deformation as causes of squat at track local stiffness change combined with other track shorts defects

Numerical simulation of dynamic responses at squats

Rolling contact at rail top geometry defects: reality and simulation

An investigation on elastic-plastic rolling contact over rough surfaces using a 3-d dynamic finite element model

An investigation into the causes of squats-colleration analysis and numerical modeling

An investigation on squats growth using a transient finite element model

An investigation of the possibility to use axle box acceleration for condition monitoring of welds