In the present paper, testing methods currently adopted to measure the in service ballast resistanceare synthetically reviewed to identify the main sources of uncertainty influencing the test loads and to define anexperimental methodology allowing the optimal control of the testing parameters without the introduction ofspurious or parasitic actions on the track sample. An alternative testing system, which allows applying on a fullscalesample of a railway track testing loads very close the real ones, is presented. Of the new system, both theways of use for measuring the transversal and axial ballast strength, the general procedure to carry out theexperimentation and its application to a real scenario are described, highlighting its main adva...
This paper describes model tests used to investigate how ballast shoulder width and height contribut...
The aim of this research is to develop a fuller understanding of the mechanical behaviour of theslee...
The sleeper to ballast interface plays a crucial role in the stability of ballasted railway track, t...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
In the present paper, testing methods currently adopted to measure the in service ballast resistance...
In the present paper the design and construction choices of a test field for the ballast lateral res...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
Several studies have been carried out until now by various Research Agencies and Railway Administrat...
The lateral stability of railway tracks depends on all track components: rails, fastening systems, s...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
Several studies have been carried out until now by various Research Agencies and Railway Administrat...
In service, railway tracks must withstand transverse and longitudinal forces arising from running ve...
After the introduction of continuous welded rail, thermal track buckling has been recognized to be o...
This paper describes model tests used to investigate how ballast shoulder width and height contribut...
The aim of this research is to develop a fuller understanding of the mechanical behaviour of theslee...
The sleeper to ballast interface plays a crucial role in the stability of ballasted railway track, t...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
In the present paper, testing methods currently adopted to measure the in service ballast resistance...
In the present paper the design and construction choices of a test field for the ballast lateral res...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
Several studies have been carried out until now by various Research Agencies and Railway Administrat...
The lateral stability of railway tracks depends on all track components: rails, fastening systems, s...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
Several studies have been carried out until now by various Research Agencies and Railway Administrat...
In service, railway tracks must withstand transverse and longitudinal forces arising from running ve...
After the introduction of continuous welded rail, thermal track buckling has been recognized to be o...
This paper describes model tests used to investigate how ballast shoulder width and height contribut...
The aim of this research is to develop a fuller understanding of the mechanical behaviour of theslee...
The sleeper to ballast interface plays a crucial role in the stability of ballasted railway track, t...