Gang Liu , Zhendong Qian , Leilei Chen , Jun Wan , Guoyang Lu , Wisal Ahmed , Shiu Tong Thomas Ng
{"title":"Assembly connection joint strengthening approach using geosynthetics for future sustainable prefabricated bridge deck asphalt pavement","authors":"Gang Liu , Zhendong Qian , Leilei Chen , Jun Wan , Guoyang Lu , Wisal Ahmed , Shiu Tong Thomas Ng","doi":"10.1016/j.trgeo.2025.101548","DOIUrl":null,"url":null,"abstract":"<div><div>To further improve the quality of bridge deck asphalt pavement (BDAP) and advance the level of bridge industrialization, a future sustainable prefabricated BDAP structure system is developed and its corresponding joint strengthening approach using the geosynthetics non-woven geotextile fabric (NWGF) is proposed for its assembly connection. Moreover, direct three-point bending and bending fatigue tests are conducted to evaluate the joint interface crack resistance performance, and the direct shear and pullout tests are implemented to assess interlayer bonding performance of the structure system after utilizing NWGF. Results show that the use of NWGF could effectively delay the joint interface cracking of prefabricated BDAP, significantly enhance the fatigue cracking life of the composite structure, and also be beneficial to improving the fracture toughness of the interlayer bonding. This research provides the joint scheme for assembly connection and corresponding joint strengthening approach, which promises the application of future sustainable prefabricated BDAP.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"52 ","pages":"Article 101548"},"PeriodicalIF":4.9000,"publicationDate":"2025-03-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391225000674","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
To further improve the quality of bridge deck asphalt pavement (BDAP) and advance the level of bridge industrialization, a future sustainable prefabricated BDAP structure system is developed and its corresponding joint strengthening approach using the geosynthetics non-woven geotextile fabric (NWGF) is proposed for its assembly connection. Moreover, direct three-point bending and bending fatigue tests are conducted to evaluate the joint interface crack resistance performance, and the direct shear and pullout tests are implemented to assess interlayer bonding performance of the structure system after utilizing NWGF. Results show that the use of NWGF could effectively delay the joint interface cracking of prefabricated BDAP, significantly enhance the fatigue cracking life of the composite structure, and also be beneficial to improving the fracture toughness of the interlayer bonding. This research provides the joint scheme for assembly connection and corresponding joint strengthening approach, which promises the application of future sustainable prefabricated BDAP.
期刊介绍:
Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.