Cracks are prone to occur in the secondary tunnel lining with the action of train loads, which
will cause tunnel failure and adversely affect the long-term safety of tunnels. This paper …

Purpose The critical speed of a railway track is the speed at which the vibration occurs at the
largest magnitude. Thus, its identification is necessary to prevent derailments and damage …

An analytical solution is derived for dynamic response of a modified Timoshenko beam with
an infinite length resting on visco-Pasternak foundation subjected to arbitrary excitations …

The dynamic stability of the high-speed railway subgrade is crucial when subjected to long-
term cyclic loading. To investigate its dynamic response characteristics, in-situ excitation …

To capture the nonassociated state-dependent constitutive behavior of soils subjected to
different initial densities and pressures, a novel approach, the fractional-order (α) plasticity …

This paper examines the vibrations of a rail span (rail section between two consecutive
sleepers) during and after the passage of a rail car's wheel as well as under impact hammer …

The influence evaluation of the additive fibre on concrete structures is a concerned problem
especially in strengthening and repairing engineering. Current theoretical studies on the …

This chapter explores the embodied GHG in transportation infrastructure focusing on land-
based passenger transportation. The chapter discusses the data needed to calculate …

The high speed trains in railway infrastructure impose high level of stress in the railway
subgrade. In order to have high bearing capacity, for the construction of railway subgrade …

To model the vibration and structure-borne sound excitation and propagation of a railway
rail, it can be modeled as an infinite beam on an elastic foundation. Existing analytical or …