Titlebook: Sustainable Solutions for Railways and Transportation Engineering; Proceedings of the 2 Sherif El-Badawy,Jan Valentin Conference proceeding

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Soil Reinforcement Using Recycled Plastic Waste for Sustainable Pavements,imen (0% PET). However, the M. of the reinforced soil is found to decrease with the increase of PET percentage. Moreover, the universal M. model exhibits excellent M. predictions for the control and the PET-reinforced clay soil. Economically, the initial cost for constructing a 10-km road segment de

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Overview of Soil Stabilization Methods in Road Construction, processes are suggested for most construction systems and can be accomplished by several methods. All these methods fall into two broad categories, namely mechanical stabilization and chemical stabilization. Mechanical Stabilization is the process of improving the properties of the soil by changing

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,Sustainability of the Ballasted Track – A Comprehensive Review on Reducing the Use of Mineral Aggre technology for ballast maintenance, like what is employed in Europe and North America. Likewise, it is common to rebuild or rehabilitate old lines that endure heavy cargo traffic without executing the sub-ballast layer. Considering that ballast is a non-renewable natural material it is compelling t

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Impact of Climate Change on Traffic Controls in Developing Countries,brought by the road users behavior. The risk of drivers involved in a vehicular crashes becomes more intense as a result of extreme weather conditions. Thus, there is a need for the transportation related authorities to manage and restrict the use of highways during extreme condition in order to veh

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Resilient Characteristics of Asphalt Stabilized Soil,r stress, while small size specimens were tested under double punching shear stress after eight days of curing. The resilient deformation data of the two testing techniques under single and double punching shear stress was analyzed and compared. It was observed that the Double punching shear exhibit

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Analytical Study of Headway Time Distribution on Congested Arterial: A Case Study Palestine Road inis demonstrated the effect of land use characteristics on time headway distribution and vehicle arrivals. Both Shape for the distribution of probability density function is skewed to the right and the peak rises for link (1) and its higher than for link (2). This illustrated that the peak value for

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Peridynamic Modeling of Rail Squats,der severe friction between wheel flange and rail gauge face. It becomes a much-more significant issue when the crack grows and sometimes flakes off the rail (by itself or by insufficient rail grinding), resulting in a rail surface irregularity. Such rail surface defect induces wheel/rail impact and

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