| contributor author | Buddhima | |
| contributor author | Indraratna | |
| contributor author | Ngoc Trung | |
| contributor author | Ngo | |
| contributor author | Cholachat | |
| contributor author | Rujikiatkamjorn | |
| date accessioned | 2017-05-08T21:47:58Z | |
| date available | 2017-05-08T21:47:58Z | |
| date copyright | August 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000881.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62682 | |
| description abstract | This paper presents the results of laboratory investigations into the deformation of coal fouled ballast stabilized with geogrid at various degrees of fouling. A novel track process simulation apparatus was used to simulate realistic rail track conditions subjected to cyclic loading, and the void contamination index (VCI) was used to evaluate the level of ballast fouling. The experimental results show that coal fines act as a lubricant, causing grains of ballast to displace and rotate, and as a result, accelerate its deformation. However, coal fines also reduce ballast breakage because of a cushioning effect, that is, by reducing interparticle attrition. The inclusion of geogrid at the interface between the layer of ballast and subballast provides additional internal confinement and particle interlocking via geogrid apertures, which reduces deformation. A threshold value of | |
| publisher | American Society of Civil Engineers | |
| title | Deformation of Coal Fouled Ballast Stabilized with Geogrid under Cyclic Load | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000864 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 008 | |
| contenttype | Fulltext | |