An advanced design classification system for bicycle paths, based on geometric features and force equilibrium, can pave the way for improved bicycle safety, accident prevention and the development of design guidelines. A design and classification system does exist for bicycle paths, but the number of accidents has led to ambivalence about its validity and effectiveness. In addition, a universally accepted

In the transport management of aviation networks, uncertain factors and delay propagation are two main sources of flight delays. However, the impacts of uncertainty and the degree of delays are difficult to calculate empirically in daily operations. In this paper, a novel delay propagation model is introduced utilising the mathematical modelling tool coloured–timed Petri nets. This model enables descriptions

The development of the falling weight deflectometer (FWD) in the late 1970s made it possible to determine quickly the in situ modulus and critical stresses/strains in pavement structures, which are generally considered the most important input for the ‘mechanistic’ part of the mechanistic–empirical pavement design method. In 2015, the newly designed FastFWD was released and provided the opportunity

Through analysing the stress and deformation of a longitudinally coupled prefabricated track slab (LCPTS) with cracks at high temperature, an analysis model for the stability of LCPTS with cracks was established based on the finite-element method and was tested by a scale model on-site. The effects of crack status on the stability of track slabs under the action of a temperature rise were studied through

Culverts and bridges are the most common areas on railway lines where abrupt changes of track stiffness can occur. Using auxiliary rails in the transition zone is one option for gradually increasing track stiffness. The study reported in this paper investigated this issue by means of finite-element modelling. A ballasted track with a concrete culvert on the Tehran–Isfahan high-speed railway line in

The paper presents an analysis of the elongation of transition curves in relation to railway track alignment correction and modernisation. The analysis is based on numerical computations for a wide range of parameters describing a typical railway geometrical layout with transition curves. The differences between the horizontal ordinates of the existing layout and the layout with the elongated transition

The basic objective of this work was to identify best-fitting traffic stream models for the varying traffic flows on high-speed urban roads under heterogeneous traffic in India. To this end, traffic data on ten-lane, eight-lane and six-lane divided roadways were collected. An iterative process was developed to fit traffic stream models by optimising constant parameters using optimisation techniques

Bus transit capacities are of two types: operational capacity (OC) and maximum capacity (MC). The OC is estimated based on the empirical failure rate (FR), whereas the MC is estimated considering a 25% maximum FR. The hypothesis of this study is that the maximum FR for a bus rapid transit system (BRTS) station would be more than 25%. The OC for a corridor of the BRTS in Ahmedabad, India was first estimated

The choice of intersection type in a road network is one of the most important decisions to be made in transportation engineering. Capacity and level of service are the two main factors considered in the type of intersection design, but safety and economy should also be taken into account when determining the intersection type since these are equally important. A number of parameters can be used to

Switch & Crossing Maintenance

As traffic on Britain's railways has grown, the system is approaching capacity and moving towards 24/7 operation. This increases wear and tear, and reduces access for maintenance, renewal and enhancement. Increasing costs of renewals and enhancements are also questioned, amid funding scarcity. Alongside predictive and preventive maintenance, improved planning and implementation of renewals and enhancements

Subsidence and collapse of structures supporting overhead line equipment (OLE) due to legacy coal mining can be catastrophic during both the construction and operational phases, causing damage to construction plant, injuries and fatalities to the construction and maintenance workforce, failure of the track and disruption to the operational railway. When applied to linear railway schemes spanning considerable

The Network Rail Anglia region has 1091 km of earthworks, many of which are steep-sided embankments constructed of locally won fill materials in Victorian times. In order to extend the serviceable lifespan and to ensure the safety of the public with the ever-increasing demand on railway infrastructure, understanding the geological and geotechnical risks is of critical importance. Approaches to control

This paper presents direct track deflection data measured using a video gauge (VG) (a digital image correlation (DIC) method) to determine track stiffness characteristics remotely. Two cases are discussed. First, the deflection performance of two novel ballastless trackforms are coupled with an analytical model to assess their stiffness properties for known train loads. Second, the performance of a

London is a megacity with a population of just under 10 million people that is increasing. Investment in major infrastructure projects is required to cope with this growth, including the upgrade of existing rail infrastructure. The West Anglia main line project in north London involves upgrading the railway network to meet the demands spawned by the regeneration of the Lea Valley hinterland, catalysed

Rolling contact fatigue (RCF) damage to rails and low adhesion at the rail–wheel interface remain significant problems in maintaining railway performance, fully utilising network capacity and reducing running costs. A novel approach has been developed to understand these problems through analysis of data on RCF and low-adhesion incidents from the UK rail network. This augments understanding of specific

High-speed railways can move passengers and goods cost-effectively and sustainably. However, there is a need to consider the objectives of high-speed rail (HSR) systems and to analyse eventual public benefits in order to minimise economic risk. Currently, there are three major HSR systems in development around the world – Rail Baltica in northern Europe, California High-Speed Rail (CAHSR) in the USA

To identify hazardous sections of newly built mountainous highways, decision-makers require assistance to determine the sections that may pose risks to road users, thereby enhancing the level of road safety management and capital utilisation efficiency. In this research, traffic accident economic losses were used as evaluation indices to characterise 30 horizontally curved sections of roadways. These

A Markov switching logit model with spatial dependencies for real-time crash risk assessment is proposed, with the purpose of identifying hazardous traffic-flow conditions with high crash potential. The Markov switching process assumes that freeway segments can switch between two unobserved safety states over time, and that parameter estimates may vary between these two states. The spatial simultaneous

Foggy weather can reduce visibility for drivers and one of the main consequences of this condition can be the change in behaviour regarding choice of speed, which will vary from driver to driver owing to their varying personal and socio-economic characteristics and driving experience. The aim of this study is to assess the effects of adverse weather conditions on speed-choice behaviour of drivers on

The focus of this study was to explore the characteristics of traffic flow as well the behaviour of drivers on the roads and their relationship with accidents in the Jazan region. Data collected over a span of 4 years have been used to achieve the objectives of the study. The most important results were that 85% of the accidents in the sample were attributable to drivers under the age of 40 and the

Natural cracking in unjointed roller-compacted concrete pavement (RCCP) may exhibit poor load transfer efficiency (LTE) across the cracks, leading to the occurrence of faulting, further cracking and excessive deflection, and a dramatic decrease in pavement service life. The aim of this study is to enable pavement designers to make the right decision as to whether or not to saw cut joints for RCCP.