Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Vibration Characteristics of Permafrost Embankment Induced by Passing Trains in Qinghai-Tibet Railway in Winter
The vibration characteristics of embankment induced by passing trains in the Qinghai-Tibet railway were investigated, and the effects of vibratory load of train on soil-in-ice layer were quantitatively evaluated, based on the self-programming software of vehicle-track-embankment dynamic coupled system. The results indicate that: (1) the maximum dynamic compressive stress induced by locomotives is apparently higher than that by trailers. (2) Vibrational energy of the embankment top surface concentrates on the interval from 0.5Hz to 10Hz, and dominant frequency of soil-in-ice layer top surface is within 3Hz; (3) The phenomenon of stress concentration emerging in ballast at rail supporting position is apparent, and the distribution of maximum dynamic compressive stress of roadbed surface is in the shape of saddle. (4) Vibratory load of train has main effect on embankment in an ellipse-shaped zone about 6m under sleeper. (5) The maximum dynamic compressive stress level of soil-in-ice layer top surface induced by trailers is about 16.7∼19.8% that of embankment top surface, and negative exponential function is used to fit the attenuation relationship of embankment dynamic compressive stress versus depth. (6) Embankment vibration displacement is predominant in the vertical direction, and the dynamic displacement of soil-in-ice layer top surface can be neglected. The conclusions are the reliable theoretical basis for engineering design and safety analysis of Qinghai-Tibet railway operation.
Vibration Characteristics of Permafrost Embankment Induced by Passing Trains in Qinghai-Tibet Railway in Winter
The vibration characteristics of embankment induced by passing trains in the Qinghai-Tibet railway were investigated, and the effects of vibratory load of train on soil-in-ice layer were quantitatively evaluated, based on the self-programming software of vehicle-track-embankment dynamic coupled system. The results indicate that: (1) the maximum dynamic compressive stress induced by locomotives is apparently higher than that by trailers. (2) Vibrational energy of the embankment top surface concentrates on the interval from 0.5Hz to 10Hz, and dominant frequency of soil-in-ice layer top surface is within 3Hz; (3) The phenomenon of stress concentration emerging in ballast at rail supporting position is apparent, and the distribution of maximum dynamic compressive stress of roadbed surface is in the shape of saddle. (4) Vibratory load of train has main effect on embankment in an ellipse-shaped zone about 6m under sleeper. (5) The maximum dynamic compressive stress level of soil-in-ice layer top surface induced by trailers is about 16.7∼19.8% that of embankment top surface, and negative exponential function is used to fit the attenuation relationship of embankment dynamic compressive stress versus depth. (6) Embankment vibration displacement is predominant in the vertical direction, and the dynamic displacement of soil-in-ice layer top surface can be neglected. The conclusions are the reliable theoretical basis for engineering design and safety analysis of Qinghai-Tibet railway operation.
Vibration Characteristics of Permafrost Embankment Induced by Passing Trains in Qinghai-Tibet Railway in Winter
Zhu, Zhanyuan (Autor:in) / Ling, Xianzhang (Autor:in) / Wang, Lina (Autor:in) / Zhang, Feng (Autor:in) / Chen, Shijun (Autor:in) / Wu, Liquan (Autor:in)
Ninth International Conference of Chinese Transportation Professionals (ICCTP) ; 2009 ; Harbin, China
ICCTP 2009 ; 1-7
23.07.2009
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
| British Library Conference Proceedings | 2009
Embankment Stability of the Qinghai—Tibet Railway in Permafrost Regions
| British Library Online Contents | 2018