Journal of Road Engineering最新文献

{"title":"Long-term performance of recycled asphalt mixtures containing high RAP and RAS","authors":"Jiangmiao Yu ,&nbsp;Zengyao Lin ,&nbsp;Guilian Zou ,&nbsp;Huayang Yu ,&nbsp;Zhen Leng ,&nbsp;Yuan Zhang","doi":"10.1016/j.jreng.2024.01.003","DOIUrl":"10.1016/j.jreng.2024.01.003","url":null,"abstract":"<div><p>The application of reclaimed asphalt pavement (RAP) and reclaimed asphalt shingles (RAS) on asphalt pavement can reduce the asphalt paving cost, conserve energy and protect the environment. However, the use of high contents of RAP and RAS in asphalt pavement may lead to durability issues, especially the fatigue cracking and thermal cracking. It is necessary to conduct a series of analyses on asphalt mixtures containing high RAP and RAS, and seek methods to enhance their long-term performance. This paper provides a comprehensive over-view of the long-term performance of recycled asphalt mixtures containing high contents of RAP and RAS. The findings in this research show that rutting resistance of high recycled asphalt mixtures is not a concern, whereas their resistance to fatigue and thermal cracking is not conclusive. Recycling agents can be used to improve the thermal cracking resistance of high recycled asphalt mixtures. An optimum decision on recycling agents will improve the durability properties of high recycled asphalt mixtures. It is recommended that to use a balanced mixture design approach with testing of the blended asphalt binders will provide better understanding of long-term performance of recycled asphalt mixtures containing high RAP and RAS.</p></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"4 1","pages":"Pages 36-53"},"PeriodicalIF":0.0,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2097049824000040/pdfft?md5=cb10c7ef9f81ad18a5cdff5499353071&pid=1-s2.0-S2097049824000040-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140277493","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Modelling of the variation of granular base materials resilient modulus with material characteristics and humidity conditions","authors":"Jean-Pascal Bilodeau ,&nbsp;Erdrick Leandro Pérez-González ,&nbsp;Ali Saeidi","doi":"10.1016/j.jreng.2024.01.001","DOIUrl":"10.1016/j.jreng.2024.01.001","url":null,"abstract":"<div><p>This study aims to quantify the susceptibility of granular materials used in pavements to changes in moisture content and propose a correlation model to incorporate this susceptibility into seasonal analyses. The fines content and the percentage of fractured coarse aggregates were identified as direct indicators of the resilient modulus susceptibility to changes in water content. The results showed that the percentage of fractured coarse aggregates particles (FR) has a more significant impact on the resilient modulus (Er) of crushed granular materials used in pavement construction than the combined indicator of the fines content and sample volumetrics (<em>n</em>_f). Crushed granular materials with a higher percentage of fractured coarse aggregates are relatively insensitive to changes in the degree of saturation, but become more sensitive as the fine fraction porosity decreases. An adjusted model was proposed based on the existing formulation, but considers a complex parameter to describe and adjust the sensitivity of base granular materials to variations in moisture content with respect to fabrication characteristics, fines content and volumetric properties. The model shows that the variation of Er values is below ±10% for fully crushed granular materials. However, it reaches approximately ±12% for materials with 75% of crushed coarse aggregates and +40% and −25% for materials with FR ​= ​50%. This model could help select good aggregates characteristics and adjust grain-size distribution for environments where significant moisture content variations can occur in the pavement system, such as in the Province of Quebec (Canada). As it is based on parameters that can be easily determined or estimated, it also represents a valuable tool for detailed design and analysis that can consider material characteristics.</p></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"4 1","pages":"Pages 27-35"},"PeriodicalIF":0.0,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2097049824000027/pdfft?md5=1a42db558d63532afa759ee77022983d&pid=1-s2.0-S2097049824000027-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140085852","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Review on dynamic analysis of road pavements under moving vehicles and plane strain conditions","authors":"Edmond V. Muho ,&nbsp;Niki D. Beskou","doi":"10.1016/j.jreng.2024.01.002","DOIUrl":"10.1016/j.jreng.2024.01.002","url":null,"abstract":"<div><p>This paper reviews works on the dynamic analysis of flexible and rigid pavements under moving vehicles on the basis of continuum-based plane strain models and linear theories. The purpose of this review is to provide information about the existing works on the subject, critically discuss them and make suggestions for further research. The reviewed papers are presented on the basis of the various models for pavement-vehicle systems and the various methods for dynamically analyzing these systems. Flexible pavements are modeled by a homogeneous or layered half-plane with isotropic or anisotropic and linear elastic, viscoelastic or poroelastic material behavior. Rigid pavements are modeled by a beam or plate on a homogeneous or layered half-plane with material properties like the ones for flexible pavements. The vehicles are modeled as concentrated or distributed over a finite area loads moving with constant or time dependent speed. The above pavement-vehicle models are dynamically analyzed by analytical, analytical/numerical or purely numerical methods working in the time or frequency domain. Representative examples are presented to illustrate the models and methods of analysis, demonstrate their merits and assess the effects of the various parameters on pavement response. The paper closes with conclusions and suggestions for further research in the area. The significance of this research effort has to do with the presentation of the existing literature on the subject in a critical and easy to understand way with the aid of representative examples and the identification of new research areas.</p></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"4 1","pages":"Pages 54-68"},"PeriodicalIF":0.0,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2097049824000039/pdfft?md5=f4371556747f788ab615025c3c9ac78b&pid=1-s2.0-S2097049824000039-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140272995","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Progression of e-ticketing implementation for state transportation agencies for asphalt materials","authors":"Joshua Withrow ,&nbsp;Gabriel B. Dadi ,&nbsp;Hala Nassereddine","doi":"10.1016/j.jreng.2023.03.003","DOIUrl":"10.1016/j.jreng.2023.03.003","url":null,"abstract":"<div><p>E-ticketing, which has been promoted by the Federal Highway Administration (FHWA) “every day counts” (EDC) initiative, utilizes software applications to digitally track and store information regarding highway construction materials paid by state transportation agencies (STAs) by weight in unit bid contract structures. STAs often face implementation barriers such as institutional inertia, or the resistance by stakeholders to adopt changes from the status quo, including new technologies. The purpose of this paper is to determine the progression of STA e-ticketing policy adoption, specifically with a focus on asphalt paving operations, due to the COVID-19 pandemic. To accomplish this research effort, previous FHWA data, National Cooperative Highway Research Program (NCHRP) data, and other literatures are reviewed to determine an implementation baseline. Additional data is collected from the American Association of State Highway and Transportation Officials Committee on Construction to gain current feedback from STAs and their highway contractor partners after the COVID-19 pandemic. Additionally, a case study featuring the Kentucky Transportation Cabinet (KYTC), the Kentucky Association of Highway Contractors (KAHC), and the Plantmix Asphalt Industry of Kentucky (PAIKY) is performed to provide more in-depth analysis. The major finding includes a statistically significant result indicating increased implementation of e-ticketing for asphalt operations within the last two years, along with noting benefits including employee safety, task loading, and project documentation along with concerns regarding cellular connectivity and procurement responsibilities. These findings indicate the importance of STAs investing in partnership with contractors to improve stakeholder buy-in before proceeding towards e-ticketing adoption.</p></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"4 1","pages":"Pages 80-92"},"PeriodicalIF":0.0,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2097049824000015/pdfft?md5=96c9dc86c973a9139c6162db7d8f4988&pid=1-s2.0-S2097049824000015-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140091728","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Intelligent extraction of road cracks based on vehicle laser point cloud and panoramic sequence images","authors":"Ming Guo ,&nbsp;Li Zhu ,&nbsp;Ming Huang ,&nbsp;Jie Ji ,&nbsp;Xian Ren ,&nbsp;Yaxuan Wei ,&nbsp;Chutian Gao","doi":"10.1016/j.jreng.2024.01.004","DOIUrl":"10.1016/j.jreng.2024.01.004","url":null,"abstract":"<div><p>In light of the limited efficacy of conventional methods for identifying pavement cracks and the absence of comprehensive depth and location data in two-dimensional photographs, this study presents an intelligent strategy for extracting road cracks. This methodology involves the integration of laser point cloud data obtained from a vehicle-mounted system and a panoramic sequence of images. The study employs a vehicle-mounted LiDAR measurement system to acquire laser point cloud and panoramic sequence image data simultaneously. A convolutional neural network is utilized to extract cracks from the panoramic sequence image. The extracted sequence image is then aligned with the laser point cloud, enabling the assignment of RGB information to the vehicle-mounted three dimensional (3D) point cloud and location information to the two dimensional (2D) panoramic image. Additionally, a threshold value is set based on the crack elevation change to extract the aligned roadway point cloud. The three-dimensional data pertaining to the cracks can be acquired. The experimental findings demonstrate that the use of convolutional neural networks has yielded noteworthy outcomes in the extraction of road cracks. The utilization of point cloud and image alignment techniques enables the extraction of precise location data pertaining to road cracks. This approach exhibits superior accuracy when compared to conventional methods. Moreover, it facilitates rapid and accurate identification and localization of road cracks, thereby playing a crucial role in ensuring road maintenance and traffic safety. Consequently, this technique finds extensive application in the domains of intelligent transportation and urbanization development. The technology exhibits significant promise for use in the domains of intelligent transportation and city development.</p></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"4 1","pages":"Pages 69-79"},"PeriodicalIF":0.0,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2097049824000052/pdfft?md5=70893f5a34da764d8381d6fb27b2f2bf&pid=1-s2.0-S2097049824000052-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140276606","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Low temperature cracking behavior of asphalt binders and mixtures: A review","authors":"Meng Guo,&nbsp;Xiupeng Yao,&nbsp;Xiuli Du","doi":"10.1016/j.jreng.2023.11.001","DOIUrl":"10.1016/j.jreng.2023.11.001","url":null,"abstract":"<div><div>Low temperature cracking (LTC) distress on pavement seriously affects road life. This paper finished a literature review of the research on the mechanism of LTC of asphalt composites (asphalt composites refers to asphalt binder and asphalt mixture in this article), test methods, factors contributing to LTC, measures to prevent and control the distress, and prediction of LTC in asphalt pavements. The following conclusions were obtained: the cracking mechanism of asphalt mixtures needs to be further revealed by means of simulation at the micro level, the BBR and 4 ​mm plate test (by DSR) methods are currently optimal, and a correlation between asphalt and asphalt mixture evaluation indexes needs to be established. Sensitivity analyses are needed for the factors affecting LTC of asphalt mixtures. It is necessary to calculate the contribution of each factor to the LTC of asphalt mixtures. The aim is to propose targeted improvement measures for the most unfavourable factors, as well as to carry out research and development of key materials for anti-cracking. Measures for the prevention and control of LTC of asphalt pavement are analyzed and discussed. Existing researches on the prediction of LTC of asphalt pavements is discussed. It is necessary to analyse the mechanical response of asphalt pavement, the damage process and the sensitivity of anti-cracking parameters on the basis of considering the complex geometrical characteristics and material properties of asphalt pavement materials. Finally, the mechanism of LTC, evaluation methods, factors influencing LTC, and remedial measures for asphalt composites were summarized, and future research prospects were suggested. This paper provides theoretical support for the further solution of LTC distress of asphalt pavement, which is effective on the improvement of pavement life.</div></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"3 4","pages":"Pages 350-369"},"PeriodicalIF":0.0,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138627290","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Experimental evaluation of asphalt mixtures with emerging additives against cracking and moisture damage","authors":"Md. Tanvir A. Sarkar,&nbsp;Mostafa A. Elseifi","doi":"10.1016/j.jreng.2023.07.001","DOIUrl":"10.1016/j.jreng.2023.07.001","url":null,"abstract":"<div><div>The objective of this study was to evaluate and recommend an asphalt mixture design with emerging additive technologies that would provide superior performance against asphalt concrete (AC) stripping and cracking. To achieve this objective, a laboratory test program was developed to evaluate the use of nanomaterials (nanoclay and graphene nanoplatelet), an emerging anti-stripping agent (adhere), and warm-mix asphalt technologies (ZycoTherm, Sasobit, and EvoTherm). Two mix types were evaluated, which were a stone-matrix asphalt (SMA) and a dense-graded binder mix. In addition, the modified Lottman test (AASHTO T 283) and the indirect tensile asphalt cracking test (IDEAL-CT) test were used as performance indicators of moisture damage resistance and cracking susceptibility. Results were analyzed statistically to identify and quantify the effects of the design variables and selected additives on the performance, moisture damage resistance, and durability of asphalt mixes. Based on the cracking test results, a superior cracking resistance performance was observed with ZycoTherm, irrespective of the mix type. Adhere had the lowest average cracking indices for both mix types, which suggest that it would not perform as well as the other additives in terms of cracking resistance. Overall, SMA mixes displayed greater cracking resistance than the dense-graded mixtures, which may have been the result of the reclaimed asphalt pavement (RAP) material used in the dense-graded mix and its lower asphalt binder content. In terms of moisture resistance, both nanomaterials (graphene nanoplatelet and nanoclay) did not perform well as they did not meet the minimum required tensile strength ratio (TSR) criterion (&gt;0.80). In addition, nanomaterials showed the lowest TSR values in both mix types suggesting that their effectiveness against moisture-induced damage may not be as good as warm-mix additives. On the other hand, warm-mix additives were expected to show enhanced performance in terms of moisture resistance as compared to the other additives evaluated in this study.</div></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"3 4","pages":"Pages 336-349"},"PeriodicalIF":0.0,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138627360","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"A comprehensive review on polyurethane modified asphalt: Mechanism, characterization and prospect","authors":"Peiliang Cong,&nbsp;Changhao Liu,&nbsp;Zhiyu Han,&nbsp;Yuanfeng Zhao","doi":"10.1016/j.jreng.2023.10.001","DOIUrl":"10.1016/j.jreng.2023.10.001","url":null,"abstract":"<div><div>Polyurethane (PU), with excellent physical and chemical properties and high designability, is one of the ideal materials for asphalt modification in the future. In this paper, based on the limitations of traditional asphalt modifiers, the preparation process, relative advantages and development prospects of PU as asphalt modifiers are described. Subsequently, the spatial structure, physical and chemical properties of PU synthetic raw materials were combined with the modification properties of PU to analyze the effect and influence of PU on asphalt modification. Specifically, polyurethane modified asphalt (PUMA) is divided into thermoplastic polyurethane modified asphalt (TP-PUMA) and thermosetting polyurethane modified asphalt (TS-PUMA). The gain effect of TP-PUMA in high-temperature performance, low-temperature performance, aging resistance, fatigue resistance, weathering performance and bonding performance is obvious. In addition, it has good storage stability. With excellent road performance, TS-PUMA makes up for the shortcomings of epoxy asphalt in terms of low-temperature performance and compatibility. Finally, due to the development trend of functional diversification of modified asphalt, the research basis and status of several new modified asphalts based on PU properties are described. Because the systematic study of PUMA is insufficient, this paper proposes corresponding research. To provide guidance and ideas for the research of PU modified asphalt.</div></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"3 4","pages":"Pages 315-335"},"PeriodicalIF":0.0,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138627327","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Review of advanced road materials, structures, equipment, and detection technologies","authors":"JRE Editorial Office ,&nbsp;Maria Chiara Cavalli ,&nbsp;De Chen ,&nbsp;Qian Chen ,&nbsp;Yu Chen ,&nbsp;Augusto Cannone Falchetto ,&nbsp;Mingjing Fang ,&nbsp;Hairong Gu ,&nbsp;Zhenqiang Han ,&nbsp;Zijian He ,&nbsp;Jing Hu ,&nbsp;Yue Huang ,&nbsp;Wei Jiang ,&nbsp;Xuan Li ,&nbsp;Chaochao Liu ,&nbsp;Pengfei Liu ,&nbsp;Quantao Liu ,&nbsp;Guoyang Lu ,&nbsp;Yuan Ma ,&nbsp;Lily Poulikakos ,&nbsp;Wenfeng Zhu","doi":"10.1016/j.jreng.2023.12.001","DOIUrl":"10.1016/j.jreng.2023.12.001","url":null,"abstract":"<div><div>As a vital and integral component of transportation infrastructure, pavement has a direct and tangible impact on socio-economic sustainability. In recent years, an influx of groundbreaking and state-of-the-art materials, structures, equipment, and detection technologies related to road engineering have continually and progressively emerged, reshaping the landscape of pavement systems. There is a pressing and growing need for a timely summarization of the current research status and a clear identification of future research directions in these advanced and evolving technologies. Therefore, Journal of Road Engineering has undertaken the significant initiative of introducing a comprehensive review paper with the overarching theme of “advanced road materials, structures, equipment, and detection technologies”. This extensive and insightful review meticulously gathers and synthesizes research findings from 39 distinguished scholars, all of whom are affiliated with 19 renowned universities or research institutions specializing in the diverse and multidimensional field of highway engineering. It covers the current state and anticipates future development directions in the four major and interconnected domains of road engineering: advanced road materials, advanced road structures and performance evaluation, advanced road construction equipment and technology, and advanced road detection and assessment technologies.</div></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"3 4","pages":"Pages 370-468"},"PeriodicalIF":0.0,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138988725","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Normalized fatigue properties of asphalt mixture at various temperatures","authors":"Dongdong Ge ,&nbsp;Zihao Ju ,&nbsp;Defeng Duan ,&nbsp;Songtao Lyu ,&nbsp;Weiwei Lu ,&nbsp;Chaochao Liu","doi":"10.1016/j.jreng.2023.05.001","DOIUrl":"https://doi.org/10.1016/j.jreng.2023.05.001","url":null,"abstract":"<div><p>This study normalized the mixture's fatigue behavior at various temperatures, and the strength and fatigue tests of the mixture were conducted. The stress state of the asphalt mixture includes direct tensile, uniaxial compression, and indirect tensile. The Desai yield surface and fatigue path were proposed. And a normalized fatigue characteristics model of the mixture was established. The following conclusions were obtained. With the increases in the loading rate, the strength of the asphalt mixture increased. As the temperature increases, the strength of the mixture is reduced. At various temperatures and rates, the strength forms a closed curved surface. The Desai strength yield surface was established, which forms a closed curved surface. When the loading rate and temperature are below a certain critical line, the asphalt mixture will not undergo strength damage. At a fixed stress state, the fatigue damage path of the mixture was determined. The stress ratio was determined considering the influence of the loading rate. In this way, a normalized model can be described to express the asphalt mixture fatigue properties at various temperatures and stress levels. For the asphalt mixture in an indirect tensile state, the normalized fatigue equation parameter is 4.09. This model is more suitable for reflecting the viscous-elastic behavior of the mixtures than the fatigue equation determined by the notional stress ratio.</p></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"3 3","pages":"Pages 279-287"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49905387","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}