Jiaxin Liu , Hang Wu , Zhongjie Zhang , Jiahe Chen , Xuan Cao , Chanjuan Han
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引用次数: 0
Abstract
As urban railway networks expand globally, demands for sustainable pile foundations with high bearing capacity and environmental compatibility have intensified. Traditional pile methods generate significant waste and quality control issues, while static drill rooted (SDR) piles, combining precast elements with cement-soil mixtures, offer environmental advantages over traditional pile foundations. However, their performance under railway traffic loads remains insufficiently investigated. Through field testing and numerical modeling, this study analyzes SDR pile’s performance under traffic loading and develops modified design methods. Results reveal that dynamic effects become critical when load ratio λ exceeds 0.61, requiring capacity reduction factors up to 4.3%. Modified load-settlement curves and design equations are developed specifically for railway applications. This quantitative framework provides practical engineering guidance for implementing this environmentally friendly pile foundation technology in urban railway infrastructure worldwide.
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.