| 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 | |