contributor author | Guangcheng Long | |
contributor author | He Liu | |
contributor author | Kunlin Ma | |
contributor author | Youjun Xie | |
contributor author | Wengui Li | |
date accessioned | 2017-12-30T12:58:28Z | |
date available | 2017-12-30T12:58:28Z | |
date issued | 2018 | |
identifier other | %28ASCE%29MT.1943-5533.0002129.pdf | |
identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4244067 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Development of High-Performance Self-Compacting Concrete Applied as the Filling Layer of High-Speed Railway | |
type | Journal Paper | |
journal volume | 30 | |
journal issue | 2 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0002129 | |
page | 04017268 | |
tree | Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002 | |
contenttype | Fulltext | |