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to rescuing passengers and reducing congestion. Thus, this study applies data fusion and data mining techniques to analyze travel time and valuable information about traffic accidents based on the real-time data collected from On-Board Unit installed in vehicles. The results show that this important information is the vital database to analyze traffic conditions and safety factors, thereby developing a smart traffic information platform. This result enables traffic managers to provide real-time traffic information or forecasts of congestion and traffic accidents to road users. This helps limit congestion and serious accidents on the Highway.
patterns, ecological risks, and health hazards associated with these heavy metals were analysed. In order to provide more sample examples and data support for soil heavy metal pollution control. Inductively Coupled Plasma Mass Spectrometry (ICP-MS) was employed to detect the concentrations and speciation of these five heavy metals in the soil samples. The Geo-Accumulation Index method, the Nemerow pollution index method, and a health risk assessment model were used to evaluate the ecological and health risks of heavy metal pollution adjacent to the highway. Results indicated that: (1) The concentrations of Cu, Cd, Cr, Pb, and Zn in the soil decreased with the increasing number of protective forest layers, highlighting the significant role of protective belts in impeding the migration of heavy metals from the highway. (2) In terms of pollution assessment, the Geo-accumulation index method revealed prominent Cd contamination, the Geo-accumulation index of Cd peaked at 1.95 indicating a moderate to mild pollution level overall. Conversely, the Nemerow index method suggested a medium to extremely high risk of soil heavy metal Cd contamination. Specifically, the peak value of Cd single-factor pollution index in the study area reached 5.78, and the mean value of its Nemerow index (P) was 4.67. (3) In health risk assessment, it was found that children are more susceptible to heavy metal threats. The non-carcinogenic risk indices of all five heavy metals were less than 1, implying minimal risk. However, the total carcinogenic risk index for Cr ranged between 10–6 and 10–4, posing a certain level of carcinogenic risk to humans.
effectively consider the impact of each factor. Therefore, a construction management optimization scheme combining improved particle algorithm and multi-objective optimization was proposed. The improved particle algorithm enhances its performance by introducing adaptive weight and multi-objective optimization ideas. These studies confirmed that the predicted direct cost savings for the project were around 1 million yuan. The total construction period of project was optimized to 380 days, saving 34 days. The optimization technology not only reduced construction costs, but also reflected the problems that could be improved during this construction process. This study contributes to achieving multi-objective balance in the construction management process, effectively improving project efficiency, reducing project costs and risks, and providing scientific support for construction decision-making.
współczynników przewyższenia dynamicznego na podstawie pomiarów ciągłych w okresie nasilonego ruchu. Wskazano przyczyny degradacji urządzenia. Odniesiono się krytycznie do procedur badawczych dotyczących certyfikacji urządzeń dylatacyjnych.
histograms and dynamic amplification factors were prepared on the basis of continuous measurements during heavy traffic. The process of degradation were determined. The test procedures for the certification of expansion joint was commented.
wykonano dwa krótkie odcinki doświadczalne. Doświadczenia i obserwacje miały posłużyć do określenia sposobu zachowania się i trwałości tego typu konstrukcji w naszych warunkach klimatycznych. Dodatkowym czynnikiem degradującym miał być permanentnie wzrastający ruch - szczególnie pojazdów ciężarowych. Artykuł przedstawia wyniki oględzin oraz ocenę stanu nawierzchni na obu odcinkach doświadczalnych po 16 latach eksploatacji.
road, as part of the modernisation, two short experimental sections were made. The experiments and observations were to be used to determine the behavior and durability of this type of structure in our climatic conditions. An additional degrading factor was to be the constantly increasing traffic - especially of heavy-loaded vehicles. The article presents the results of the visual inspection and the assessment of the pavement condition on both experimental sections after 16 years of operation.
wind speed and wind direction around the comprehensive protection facility are measured by two 3D ultrasonic anemometers on the highway in the desert hinterland, and the initial wind speed of the sand flow is provided for the numerical simulation boundary. The sedimentary sand particles around the comprehensive protection facility are collected for particle size analysis, and the particle size distributions of sedimentary sand particles at different locations are obtained. Numerical models of high vertical sand barriers, grass checkered sand barriers and roadbeds are established by Fluent, the wind-sand flow structures around the comprehensive protection facilities and desert hinterland highway under the strong wind environment are obtained, and the influence laws of the comprehensive protection facilities on the movement of wind-sand flow and sand deposition characteristics are obtained. The study found that the comprehensive protection facilities disturbed the wind and sand flow, and there are significant airflow partitions around the comprehensive protection facilities. The wind speed decreases rapidly after the wind-sand flows through the high vertical sand barrier; the wind-sand flow rises at the end of the high vertical sand barrier. When the wind-sand flow moves around the grass checkered sand barrier, the wind speed has dropped to the range of 0-3 m/s, and the wind speed near the ground by the grass checkered sand barrier is further reduced. Due to the existence of the concave surface of the grass grid, there are small vortices inside the grass grid sand barrier. Large sand particles are mainly deposited on the windward side and inside of high vertical sand barriers. The grass checkered sand barrier forms a stable concave surface to generate backflow, which can ensure that the sand surface does not sand itself in a strong wind environment, and can also make a small amount of sand carried in the airflow accumulate around the groove of the grass checkered sand barrier. The numerical simulation results are consistent with the measured results, and the comprehensive protection measures have achieved good sand control effects.
analizie horyzontalnie rozciągnięte Los Angeles jako żywiołowe widowisko ruchu ulicznego. Pomimo powstających wciąż nowych ikonicznych dzieł architektury, bezkształtność, amorficzność i rozproszenie formacji przestrzennych tego miasta nie pozwalają na prawidłowe odczytanie jego struktur. Z badań autorki wysuwa się wniosek, iż nie budynki czy historyczne miejsca, lecz właśnie ruch uliczny i system autostradowy stanowią głównie o charakterze tego miasta, którego wizerunek utrwaliło wielkie kino.
Los Angeles as a lively spectacle of street traffic. Despite newer and newer iconic works of architecture, shapelessness, amorphousness and scattering of this city’s spatial formations does not allow for a proper reading of its structures. My study concludes that it is not buildings or historical sites but street traffic and the highway system that define the character of this city, whose image was enhanced by world-class cinema.
polegającej na budowie drogi ekspresowej S17 na odcinku Kurów–Lublin–Piaski, miała na celu wyłonienie tych kosztów, które są ponoszone zbędnie w tradycyjnym procesie inwestycyjnym lub ich ciężar ekonomiczny może zostać zastąpiony innymi działaniami, albo poniesienie tych kosztów może zostać przeniesione w czasie. Dodatkowo przestawiono prognozę koniecznych do poniesienia kosztów utrzymania zbędnej infrastruktury drogowej w perspektywie 25-letniej. Wyliczenia oparto na symulacji nowej linii rozgraniczającej inwestycję, której przebieg został określony w oparciu o posiadaną wiedzę naukową i ekspercką, popartą wieloletnim doświadczeniem w obszarze drogowych inwestycji liniowych.
consisting of construction of the S17 expressway at the Kurów–Lublin–Piaski section, aimed to identify costs in the conventional investment process that are redundant and the economic burden of which can be replaced with other activities or costs that can be deferred in time. In addition, the work presents a forecast of the costs of maintaining redundant road infrastructure in a 25-year perspective. The calculations were based on the simulation of a new line separating the investment areas with a course determined according to available scientific know-how supported by long-term experience in road infrastructure investments.
longitudinal inclinations, deformations of cross-sections). In the areas subjected to mining operations, mining plants conduct geodetic monitoring. Due to their labour intensity and costs, geodetic measurements are usually made only a few times a year. The article discusses the possibility of applying Interferometric Synthetic Aperture Radar (InSAR) to monitor the subsidence of the vertical alignment of motorways caused by mining operations and its advantages and disadvantages compared to the currently used methods of geodetic measurements. The tests were conducted in two sections of motorways within the Upper Silesian Coal Basin (Poland) in the areas of intensive hard coal mining operations. Radar imaging of the surface made by the European Space Agency's (ESA) satellite Sentinel-1 equipped with the Synthetic Aperture Radar (SAR) was used.
Hungary, Slovenia (2004), Bulgaria, Romania (2007) and Croatia (2013) as well as the funds received for the development of transport infrastructure significantly contributed to the boom in the pace of road investments in these countries. The existing networks of highways and expressways in the 11 analyzed countries are at the stage of creating major national and international connections. The most advanced expansion of the national highway system is taking place in Poland and Hungary. Stable development, with a slight annual growth of the length of new highways, is taking place in Bulgaria, Croatia, the Czech Republic, Romania, Slovakia and Slovenia. Stagnation in the development of roads of this type is occurring in Lithuania, Latvia and Estonia. Toll roads are operated in 8 out of 11 analyzed countries. The vignette system for highways is used in Bulgaria, the Czech Republic, Slovakia, Slovenia, Romania and Hungary. Toll is paid at tollbooths in Croatia and Poland. Most of the highways in Central Europe are concentrated around the capital agglomerations, e.g. Budapest, Prague, Bratislava, Ljubljana, Zagreb, Sofia and Bucharest, with the exception of Warsaw, which is slowly rebuilding its central position in the network of expressways (A-2, S-7, S-8, S-17) in Poland. The first sections of highways in the discussed countries, except for Poland, were located around the capital cities. The layout of the highway network is often determined by the orography of the terrain, especially the course of mountain ranges, great rivers and coasts. Due to the varied topography, costs are rising, and the construction time of engineering structures such as tunnels, overpasses and bridges is longer, with countries such as Croatia, Slovenia, Slovakia, and recently also the Czech Republic, Poland and Romania being forced to build them.
drogowe do stanu pozwalającego na bezpieczną eksploatację. Dodatkowo nie powodują one długotrwałych utrudnień w ruchu pojazdów. Artykuł przedstawia opis technologii szybkiej naprawy nawierzchni z betonu cementowego za pomocą polimerobetonu, po pożarze samochodu osobowego na jezdni autostrady A4.
they do not cause long-term difficulties in the movement of vehicles. The article presents a description of the quick repair of cement concrete surface using polymer concrete after a car accident, that included fire, on the A4 motorway.
flows, composition and travel times were observed in 15-min intervals at each site using ANPR filming method. These data were used to calibrate a family of traffic speed-flow relationships for different roads, based on Van Aerde model. Free flow speed of traffic and road class are the basic parameters defining the speed-flow relationship and the value of capacity per lane in pcu/h. Traffic density was adopted as the measure of effectiveness for defining the level of service. The paper describes derivation of formulae for estimation of free flow speed for different types of roads as well as determination of equivalent factors for converting vehicles to passenger car units. The method allows us to determine capacity and the level of service based on existing or forecasted traffic flow.
ruchu dla dróg poza aglomeracjami miejskimi, w tym dla dróg szybkiego ruchu”. Celem projektu była nowelizacja polskiej metody oceny warunków ruchu i szacowania przepustowości dla dróg o ruchu nieprzerywanym. Projekt był współfinansowany przez Generalną Dyrekcję Dróg Krajowych i Autostrad oraz Narodowe Centrum Badań i Rozwoju w ramach programu Rozwój Innowacji Drogowych. Projekt został zrealizowany przez konsorcjum trzech uczelni: Politechniki Krakowskiej, Politechniki Gdańskiej i Politechniki Warszawskiej. Opisana w artykule część projektu dotyczy dróg o klasie funkcjonalnej A (autostrady) i S (drogi ekspresowe). Obie klasy to drogi dwujezdniowe o ograniczonym dostępie. Metoda powstała na podstawie badań terenowych na 30 odcinkach tych dróg. Podczas pomiarów ruch był filmowany na obu końcach odcinka pomiarowego a przy pomocy metody automatycznej identyfikacji numerów rejestracyjnych ANPR określano czas przejazdu odcinka przez poszczególne pojazdy. Dla każdego interwału 15-minutowego określano natężenie i strukturę ruchu oraz średnią prędkość.
countries, including Poland, reactivated the concept of reconstruction and use of highway landing strips. Based on the analysis of the technical parameters of a newly built highway landing strip, this publication presents, using the finite element method (FEM), the verification of the technical parameter values potentially resulting from the maximum load caused by a C-130 Hercules aircraft.
budowy której zostały wykorzystane materiały z recyklingu starej drogi. Wskazano także aktualny stan techniczny oraz koszty jej eksploatacji.
construction the materials from the recycling of the old road were used. The current technical condition and operating costs of the road are also specified .
drogowego, ułatwi dojazd i transport do terenów inwestycyjnych i stref ekonomicznych. Szczegółowo opisano jedną z wielu ważnych inwestycji drogowych na terenie Częstochowy, która w ostatnim czasie poprawiła komunikację między dzielnicami. Inwestycja ta jest jednym z etapów niezakończonego nadal łącznika, który w niedalekiej przyszłości znacząco wpłynie na rozwój i ułatwi komunikację między dzielnicami Częstochowy i okolicznymi miejscowościami. Na całościowy kształt infrastruktury drogowej Polski oprócz ogromnych budów typu autostrady czy drogi szybkiego ruchu wpływ mają nawet małe inwestycje w skali poszczególnych gmin, powiatów i miast.
communication, traffic flow and safety, facilitate access to and transport to investment areas and economic zones. One of many important road investments in Czestochowa has been presented in details, which has recently improved communication between the districts. This investment is one of the stages of the still unconnected link, which in the near future will significantly affect the development and facilitate communication between the districts of Czestochowa and surrounding towns. The overall shape of Poland's road infrastructure, in addition to huge motorway type constructions or highways, is even affected by small investments in the scale of individual municipalities, districts and cities.
przeprowadzona różnymi metodami w tym metodą statystycznego przejazdu, CPX czy pomiaru hałasu ekwiwalentnego. W czasie eksploatacji ocenia się m.in. wpływ takich czynników jak wilgotność powietrza, wiatr czy natężenie i struktura ruchu drogowego przy uwzględnieniu okresu eksploatacji. W tym opracowaniu przedstawiono analizę wyników pomiarów i metody oceny wpływu wymienionych czynników, co może posłużyć do planowania rekonstrukcji warstwy ścieralnej z asfaltu porowatego.
including statistical method, CPX, or equivalent noise measurement. During exploitation, the following is assessed: the impact of factors as air humidity, wind, or intensity and the structure of road traffi c during the period of exploitation. This study presents an analysis of measurement results and methods for assessing the impact of these factors, which can be used to plan the reconstruction of porous wearing course.
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