Journal of Innovative Transportation最新文献

Modelling the effects of flexible pavement distresses in the long-term pavement performance database on performance 模拟长期路面性能数据库中的柔性路面病害对性能的影响

Journal of Innovative Transportation Pub Date : 2023-12-19 DOI: 10.53635/jit.1309963

Ufuk Kırbaş, Fazlullah Hi̇mat

{"title":"Modelling the effects of flexible pavement distresses in the long-term pavement performance database on performance","authors":"Ufuk Kırbaş, Fazlullah Hi̇mat","doi":"10.53635/jit.1309963","DOIUrl":"https://doi.org/10.53635/jit.1309963","url":null,"abstract":"Evaluating flexible pavement performance is mandatory for managing transport infrastructure. This study focuses on modeling the relationships between international roughness index (IRI) and a total of 10 types of pavement distress, including alligator, block, wheel path length, wheel path longitudinal, non-wheel path longitudinal, transverse crackings, patches, bleeding, raveling areas, and pumping. The data recorded under the Long-Term Pavement Performance was used to develop the models. Data sets covering General Pavement Studies from seven states of the United States were used in modeling. The study used modeling approaches, including nonlinear regression analysis, multivariate adaptive regression splines, and artificial neural networks (ANN), in which IRI was the dependent variable and pavement distress was the independent variable. In the developed models, 0.516, 0.623, and 0.684 regression coefficients values were obtained for nonlinear regression analysis, multivariate adaptive regression splines, and artificial neural networks approaches, respectively. The analysis results have determined that the artificial neural networks technique performs more successfully than the other techniques. The statistical error analyses of the root mean square error, Nash-Sutcliffe coefficient of efficiency, mean absolute error, and normalized root mean square error also showed that the same modeling approach performs more successfully. With these data generated from a universally used database, it has been determined once again that ANN is the most efficient mathematical approach in modeling the relationships between surface distresses and IRI.","PeriodicalId":192007,"journal":{"name":"Journal of Innovative Transportation","volume":"26 5","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-12-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139171272","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Internet of things and cloud based smart parking system design criteria 基于物联网和云的智能停车系统设计标准

Journal of Innovative Transportation Pub Date : 2023-07-26 DOI: 10.53635/jit.1306598

G. Türker

{"title":"Internet of things and cloud based smart parking system design criteria","authors":"G. Türker","doi":"10.53635/jit.1306598","DOIUrl":"https://doi.org/10.53635/jit.1306598","url":null,"abstract":"In urban areas, traffic density is seen due to the congested residential areas and the high number of vehicles. The problem of drivers searching for parking spaces in central areas creates traffic. The Internet of Things (IoT) technology offers important solutions with its networking feature to solve problems such as traffic congestion, road safety and inefficient use of parking areas, which are waiting for solutions within the scope of Intelligent Transportation Systems. In this study, the technological infrastructures used by IoT-based smart parking systems are examined and integrated building models are proposed for system designs where parking lots are managed. For smart park design, devices, networks and cloud architecture used in IoT-based systems were examined and requirements were determined. The criteria of an application based on design central management are given. The criteria of an application based on design center management are given. Thanks to the smart parking system to be created in the light of these criteria, the closest parking area will be determined. These designed IoT-based systems will contribute to the reduction of traffic congestion, loss of time in full parking areas, air pollution caused by stop and start vehicles, and fuel savings in the economic field.","PeriodicalId":192007,"journal":{"name":"Journal of Innovative Transportation","volume":"27 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-07-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139354462","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Experimental investigation of usability of modified asphalt binder with waste expanded polystyrene (EPS) 废膨胀聚苯乙烯(EPS)改性沥青粘结剂的可用性试验研究

Journal of Innovative Transportation Pub Date : 2023-06-01 DOI: 10.53635/jit.1273699

O. Kaya

{"title":"Experimental investigation of usability of modified asphalt binder with waste expanded polystyrene (EPS)","authors":"O. Kaya","doi":"10.53635/jit.1273699","DOIUrl":"https://doi.org/10.53635/jit.1273699","url":null,"abstract":"EPS (Expanded polystyrene) is widely used in construction and packaging industries. Unfortunately, EPS is not mostly recyclable because it might not be economically feasible to store, transport, and process EPS so that it becomes recyclable. Therefore, alternative waste management strategies are urgently needed. The main objective of this study is to experimentally investigate the potential use of waste EPS in asphalt binder modification. As part of this study, a base asphalt binder with a Penetration grade of 70/100 was modified with waste EPS in four different ratios (0%, 1.5%, 3% and 4.5%, by weight of asphalt binder). The modified asphalt binder specimens were tested based on several physical (penetration, ductility, softening points and viscosity) as well as rheological/Superpave binder grading system tests including Rolling Thin Film Oven (RTFO), Pressure Aging Vessel (PAV), Dynamic Shear Rheometer (DSR), and Bending Beam Rheometer (BBR). Based on the tests results, rheological and engineering properties of the modified asphalt binders were compared with the ones of the base binder so that effect of waste EPS addition on the properties of the base binder was evaluated; and how the Superpave binder grades of the modified binders were changed with the additions of waste EPS was discussed. It was found out that modifying asphalt binders with EPS provided them with a better rutting resistance at the expense of lowering their fatigue and low temperature cracking resistance. Overall, it could be concluded that waste EPS can be potentially used in the asphalt binder modification by paying special attention to these factors, and it should be noted that using waste EPS in the asphalt binder modification has many economic and environmental benefits.","PeriodicalId":192007,"journal":{"name":"Journal of Innovative Transportation","volume":"95 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131106207","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

A natural language processing framework for analyzing public transportation user satisfaction: a case study 公共交通用户满意度分析的自然语言处理框架:一个案例研究

Journal of Innovative Transportation Pub Date : 2023-05-30 DOI: 10.53635/jit.1274928

Buket Capali, E. Küçüksille, Nazan KEMALOĞLU ALAGÖZ

{"title":"A natural language processing framework for analyzing public transportation user satisfaction: a case study","authors":"Buket Capali, E. Küçüksille, Nazan KEMALOĞLU ALAGÖZ","doi":"10.53635/jit.1274928","DOIUrl":"https://doi.org/10.53635/jit.1274928","url":null,"abstract":"Public transportation services make an important contribution to the nation's economy. However, the public transportation system was significantly impacted both during and after the Covid-19 outbreak. To minimize these impacts, it is important to know the users' sentiment and improve the service quality accordingly to change the users' attitude towards public transportation systems. Natural language processing is used to make meaningful inferences about user sentiment using various analysis techniques. Historically, surveys have also been used for years to learn users' opinions about transportation services. In this study, this traditional method was used to determine the satisfaction of public transportation users. The categorization model employed in the system developed as part of this work is based on algorithms such as Long Short-Term Memory (LSTM), Random Forest (RF), and Multi Logistic Regression (MLR). The dataset contains information gathered from the online survey. Of the models created utilizing the training dataset, it was discovered that the LSTM model offered the highest accuracy. Users' comments can help improve public transportation operators' operations, improve service quality, and monitor actions accordingly. Therefore, in this study, users' emotions were classified as positive, negative, or neutral based on the comments.","PeriodicalId":192007,"journal":{"name":"Journal of Innovative Transportation","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-05-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128212036","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Exploring the traveler group-based ridership fluctuations before, during and after the COVID-19 pandemic: A case study of rail transit system in Izmir 探索2019冠状病毒病大流行之前、期间和之后基于旅行者群体的客流量波动:以伊兹密尔轨道交通系统为例

Journal of Innovative Transportation Pub Date : 2023-05-30 DOI: 10.53635/jit.1262737

Dila Guzel, Oruç Altintaşi

{"title":"Exploring the traveler group-based ridership fluctuations before, during and after the COVID-19 pandemic: A case study of rail transit system in Izmir","authors":"Dila Guzel, Oruç Altintaşi","doi":"10.53635/jit.1262737","DOIUrl":"https://doi.org/10.53635/jit.1262737","url":null,"abstract":"The COVID-19 pandemic has interrupted life around the world. Situations such as the transition of schools to remote education, remote working, and people's fear of becoming infected have had a strong impact on public transport ridership. In this article, rail transit systems ridership data were utilized to examine the impact of the COVID-19 pandemic on the travel behaviour of adults, students and elderly people for the city of Izmir, Turkey. The rail transit system included one mass rapid transit (MRT) and two light rapid transit (LRT) lines. Due to operational differences of rail transit systems, the analyses were carried out for the ridership of each mode separately. Within the scope of the study, user-based descriptive statistics were determined, and ridership changes were investigated before, during and after the pandemic. The statistical significance in ridership fluctuations were evaluated via one-way analysis of variance (ANOVA) test. The results showed that the pandemic had a negative impact on ridership on all lines and all groups of travelers. Student ridership increased with the opening of schools after pandemic while travel behaviour of elderly groups were permanently changed after COVID-19.","PeriodicalId":192007,"journal":{"name":"Journal of Innovative Transportation","volume":"50 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-05-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133960090","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Reimagining the Future of Transport and Forever Open Road Program 重塑交通的未来和永远开放的道路计划

Journal of Innovative Transportation Pub Date : 2022-12-15 DOI: 10.53635/jit.1201096

Kemal Armağan

引用次数: 0

An experimental application on energy harvesting with piezoelectric on asphalt pavements 压电式能量收集在沥青路面上的试验应用

Journal of Innovative Transportation Pub Date : 2022-12-01 DOI: 10.53635/jit.1193023

C. Gürer, H. Akbulut, B. E. Korkmaz, A. Elmacı, Şule Yarci

{"title":"An experimental application on energy harvesting with piezoelectric on asphalt pavements","authors":"C. Gürer, H. Akbulut, B. E. Korkmaz, A. Elmacı, Şule Yarci","doi":"10.53635/jit.1193023","DOIUrl":"https://doi.org/10.53635/jit.1193023","url":null,"abstract":"With the dramatic increase in the world population, the demand for transportation and, accordingly, energy is also increasing. Clean and renewable energy sources are one of the most important research topics in all countries. The word piezo-electric that, means energy from pressure, is the ability of the material to change an electric field or electric potential as a result of mechanical pressure applied to some materials. This effect is directly related to the change in polarization density inside the material. If the material is not short-circuited, the applied loading and stress creates a voltage in the material. Energy production with materials that provide piezoelectric energy harvesting placed within asphalt pavements is one of the topics that road pavement engineers have been researching in recent years. In this study, experiments were made using different sensors to improve energy harvesting from asphalt pavements. The difference of this study from other studies was that different piezoelectric sensors were placed in the asphalt mixture samples and the measurements of the resulting voltages were made. The obtained results showed that this method is encouraging for energy harvesting and might be the answer for highway transport demand in the future.","PeriodicalId":192007,"journal":{"name":"Journal of Innovative Transportation","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128772221","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Morphological Investigation of SBS Modified Bitumen by Innovative Microscopies: AFM and CLSM SBS改性沥青的显微形态研究:AFM和CLSM

Journal of Innovative Transportation Pub Date : 2022-11-16 DOI: 10.53635/jit.1192375

Derya Kaya Özdemir

引用次数: 2

Progressive failure analysis of partially pre-stressed concrete railway sleepers 铁路部分预应力混凝土轨枕递进破坏分析

Journal of Innovative Transportation Pub Date : 2022-07-15 DOI: 10.53635/jit.1112773

Ferhat Çeçen, Bekir Aktaş

{"title":"Progressive failure analysis of partially pre-stressed concrete railway sleepers","authors":"Ferhat Çeçen, Bekir Aktaş","doi":"10.53635/jit.1112773","DOIUrl":"https://doi.org/10.53635/jit.1112773","url":null,"abstract":"Billions of sleepers are used on railways around the world today. As the importance of railways in the transportation sector is increasing, the demand for sleepers is also increasing. Although wooden and steel sleepers were used in rail systems in the past, today the most widely used sleeper type in the world is reinforced concrete sleepers. Among these reinforced concrete sleepers, pre-stressed sleepers are the most widely used, popular type of sleeper that can be produced in many countries. The two main production methods of pre-stressed sleepers are the ribbed reinforced system and the non-ribbed reinforced anchor plated system. In this study, B70 type pre-stressed concrete sleepers, have been investigated with the positive moment determination tests at the rail seat with progressive failure observations according to EN 13230-2:2016 standard. After tests, detailed cracking, failure, and fatigue analyzes under increasing test loads were performed with ANSYS® finite element analysis results for both types of pre-stressed sleepers. According to results, A-type sleepers have 50% more compression stress at the first crack formation load (Frr) than N-type sleepers and According to the first 0.05 mm permanent crack formation load (Fr0.05), it is seen that 25% higher stresses occur in A-type design than N-type design under Fr0.05 load. The results obtained through the analysis have been compared with the actual field measurement results, which have become more and more popular in the world in recent years. In this direction, various suggestions have been made for the development of concrete railway sleeper models.","PeriodicalId":192007,"journal":{"name":"Journal of Innovative Transportation","volume":"186 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-07-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133793450","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Investigation of the correlation between California bearing ratio and shear strength of pavement subgrade material with different water contents 不同含水率路面路基材料加州承载比与抗剪强度相关性研究

Journal of Innovative Transportation Pub Date : 2022-04-12 DOI: 10.53635/jit.1097757

Süleyman Gökova

{"title":"Investigation of the correlation between California bearing ratio and shear strength of pavement subgrade material with different water contents","authors":"Süleyman Gökova","doi":"10.53635/jit.1097757","DOIUrl":"https://doi.org/10.53635/jit.1097757","url":null,"abstract":"Information In this study, CBR and Shear Vane tests, which are common test methods used in determining the bearing capacity and shear strength of the highway pavement subgrade material, were applied and the effect of the changing water content on the test results was investigated. It is aimed to determine the accuracy of these expressions by obtaining the bearing capacity parameters of the subgrade material with different water contents from laboratory experiments and comparing the results obtained with the empirical expressions in the literature. Shear strength and CBR values of five samples prepared at 15%, 16%, 17%, 18%, and 20% water contents were obtained experimentally. The experimental results obtained and the results calculated using the correlations found in the literature were compared. As a result of the study, the shear strength values obtained from the shear vane test, which is recommended to be preferred in terms of ease of application, were used in the selected correlation relations and CBR values were calculated. By comparing the experimental and calculated CBR values, the approximation accuracies of the existing correlation expressions were presented and it was seen that it was possible to find the CBR value with a maximum accuracy of 90%. In addition, this study presents a new correlation that gives the relationship between shear strength and CBR using the data obtained from the experimental results. With the new equation created; After the shear strength value was obtained experimentally, it was seen that the CBR value could be found with 96% accuracy.","PeriodicalId":192007,"journal":{"name":"Journal of Innovative Transportation","volume":"7 18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128587354","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1