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contributor authorGuangcheng Long
contributor authorHe Liu
contributor authorKunlin Ma
contributor authorYoujun Xie
contributor authorWengui Li
date accessioned2017-12-30T12:58:28Z
date available2017-12-30T12:58:28Z
date issued2018
identifier other%28ASCE%29MT.1943-5533.0002129.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244067
description abstractThe filling layer of a China rail track system III (CRTS III) type ballastless track structure of a high-speed railway is a complicated structure typically constructed from self-compacting concrete (SCC). Excellent properties of SCC are of great importance to ensure the quality of construction technology and long-term service performance of the filling layer. In this study, preparation methodologies and properties of SCC applied as a filling layer are systematically investigated by series of experiments. The results indicate that high-performance SCC with high stability in a fresh state and low deformation in a hardened state was successfully achieved by optimizing aggregates and binder components. Use of viscosity-enhancing compounds can not only effectively improve the workability of fresh SCC, but also significantly enhance mechanical properties and decrease drying shrinkage and creep of hardened concrete.
publisherAmerican Society of Civil Engineers
titleDevelopment of High-Performance Self-Compacting Concrete Applied as the Filling Layer of High-Speed Railway
typeJournal Paper
journal volume30
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002129
page04017268
treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
contenttypeFulltext


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