| contributor author | Pham-Ngoc | |
| contributor author | Thach | |
| contributor author | Han-Long | |
| contributor author | Liu | |
| contributor author | Gang-Qiang | |
| contributor author | Kong | |
| date accessioned | 2017-05-08T21:48:07Z | |
| date available | 2017-05-08T21:48:07Z | |
| date copyright | December 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000958.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62762 | |
| description abstract | Dynamic response of a railway embankment to a high-speed train is simulated for two cases: the soft ground is improved by cast–in situ concrete pipe (PCC) piles, and the soft ground is not improved. The obtained results are compared to evaluate the effectiveness of ground improvement in mitigating embankment vibration from a high-speed train. The study shows that ground improvement significantly reduces embankment vibration at all considered train speeds ( | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of PCC Pile Method in Mitigating Embankment Vibrations from a High-Speed Train | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000941 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 012 | |
| contenttype | Fulltext | |
