2011
DOI: 10.1016/j.coldregions.2010.10.011
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Analysis of dynamic compressive stress induced by passing trains in permafrost subgrade along Qinghai–Tibet Railway

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Cited by 25 publications
(9 citation statements)
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“…To achieve this, the assessment and prediction of ground vibration caused by passing trains was made (Picoux, Houédec 2005). The dynamic pressure caused by a passing train on the railway embankment Qinghai-Tibet with the ground in the frozen condition was investigated in (Zhu et al 2011). Now, when the prices of oil, electricity and gas are growing, the ways of reducing expenses should be sought.…”
Section: Introductionmentioning
confidence: 99%
“…To achieve this, the assessment and prediction of ground vibration caused by passing trains was made (Picoux, Houédec 2005). The dynamic pressure caused by a passing train on the railway embankment Qinghai-Tibet with the ground in the frozen condition was investigated in (Zhu et al 2011). Now, when the prices of oil, electricity and gas are growing, the ways of reducing expenses should be sought.…”
Section: Introductionmentioning
confidence: 99%
“…Recently, more and more linear infrastructures were built or will be built in frozen regions due to the development of economy, such as Qinghai-Tibet Railway, Qiqihar-HarbinDalian High Speed Railway and so on. The traffic stimulation and the dynamic behaviors of frozen soil strongly influence the stress state, deformation and strength of substructure [2,3], and threaten the stability of infrastructures.…”
Section: Introductionmentioning
confidence: 99%
“…Other researchers considered traffic capacity (Ramunas et al 2011) and the reliability factor of railways (Ivnitsky, Polyakova 2011). The formula for determining the dynamic coefficient, which may serve as a technical basis for designing and assessing the bridges included in the urban railway system, was offered (He et al 2011), and the dynamic pressure caused by a train running over the Qinghai-Tibet railway embankment located in a permafrost area was investigated (Zhu et al 2011). A set of programmes most suitable for ensuring railway track safety (Vale et al 2012) and the models for maintaining the railway and the ballast (Burrow et al 2009;Sevi, Ge 2012;Lobo-Guerrero, Vallejo 2006) were offered.…”
Section: Introductionmentioning
confidence: 99%