Research Progress on Durability Evaluation Indicators and On-site Testing Methods for In-service Concrete in High-speed Railways
ZHANG Dachuan1,2, YI Zhonglai1,2,*, LI Huajian1,2, YANG Zhiqiang1,2
1 Railway Engineering Research Institute, China Academy of Railway Science Corporation Limited, Beijing 100081, China 2 State Key Laboratory of High Speed Railway Track System, China Academy of Railway Science Corporation Limited, Beijing 100081, China
Abstract: The current standards provide clear durability requirements for high-speed railway concrete during the material design, repair and protection phases. However, there is a lack of systematic technical standards for durability evaluation during the service phase. Evaluating durability during the service phase not only validates the effectiveness of durability design standards, but also guides the revision of durability standards in the repair and protection phase, which is crucial for achieving life-cycle durability evaluation. This paper systematically and comprehensively determines the durability testing indicators for in-service concrete in high-speed railways, based on the service life calculation model of the ultimate limit state for concrete structures. Furthermore, a comprehensive and systematic determination of durability testing indicators for in-service concrete in high-speed railways is conducted, along with an in-depth summary of on-site testing methods for each indicator. By elaborating on the detection principles, analyzing influencing factors, applicability, advantages, limitations, and key precautions during testing, this pceper identifies the optimal on-site testing methods for assessing concrete carbonation depth, cover thickness, strength, surface spalling, permeability, as well as rebar diameter and corrosion degree. The findings provide a practical reference for the development of durability assessment standards for in-service high-speed railway concrete.
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2026, Vol. 40 
