{"title":"Monitoring the dynamic response of track formation with retaining wall to heavy-haul train passage","authors":"Guishuai Feng, Liang Zhang, Q. Luo, Teng-fei Wang, Hongwei Xie","doi":"10.1080/23248378.2022.2103849","DOIUrl":null,"url":null,"abstract":"ABSTRACT A monitoring project was implemented in trial sections of the Watang−Rizhao heavy-haul railway. Data were acquired at instrumented track formations and railway retaining wall during 30 passages of train at operating speeds ranging from 5 km/h to 100 km/h. At the formation level, earth pressure cells were mounted beneath 10 longitudinally adjacent sleepers, one of which was installed along with two integrated vibration sensors for vertical acceleration and deflection measurements. The retaining wall was instrumented at different elevations in examining its vibration characteristics and variation in earth pressure against the wall due to train passage. Statistical analysis was performed on peak values of observed data to assess train speed impact on the dynamic response of the earth substructures. This field study provides researchers and practitioners with comprehensive data pertaining to the dynamic performance evaluation of track foundations supported by retaining structures under a maximum axle load of 30 tons.","PeriodicalId":48510,"journal":{"name":"International Journal of Rail Transportation","volume":"11 1","pages":"748 - 766"},"PeriodicalIF":3.4000,"publicationDate":"2022-07-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rail Transportation","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1080/23248378.2022.2103849","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"TRANSPORTATION SCIENCE & TECHNOLOGY","Score":null,"Total":0}
引用次数: 4
Abstract
ABSTRACT A monitoring project was implemented in trial sections of the Watang−Rizhao heavy-haul railway. Data were acquired at instrumented track formations and railway retaining wall during 30 passages of train at operating speeds ranging from 5 km/h to 100 km/h. At the formation level, earth pressure cells were mounted beneath 10 longitudinally adjacent sleepers, one of which was installed along with two integrated vibration sensors for vertical acceleration and deflection measurements. The retaining wall was instrumented at different elevations in examining its vibration characteristics and variation in earth pressure against the wall due to train passage. Statistical analysis was performed on peak values of observed data to assess train speed impact on the dynamic response of the earth substructures. This field study provides researchers and practitioners with comprehensive data pertaining to the dynamic performance evaluation of track foundations supported by retaining structures under a maximum axle load of 30 tons.
期刊介绍:
The unprecedented modernization and expansion of rail transportation system will require substantial new efforts in scientific research for field-deployable technologies. The International Journal of Rail Transportation (IJRT) aims to provide an open forum for scientists, researchers, and engineers in the world to promote the exchange of the latest scientific and technological innovations in rail transportation; and to advance the state-of-the-art engineering and practices for various types of rail based transportation systems. IJRT covers all main areas of rail vehicle, infrastructure, traction power, operation, communication, and environment. The journal publishes original, significant articles on topics in dynamics and mechanics of rail vehicle, track, and bridge system; planning and design, construction, operation, inspection, and maintenance of rail infrastructure; train operation, control, scheduling and management; rail electrification; signalling and communication; and environmental impacts such as vibration and noise. The editorial policy of the new journal will abide by the highest level of standards in research rigor, ethics, and academic freedom. All published articles in IJRT have undergone rigorous peer review, based on initial editor screening and anonymous refereeing by independent experts. There are no page charges and colour figures are included in the online edition free of charge.