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Study on differentiate criteria of earthquake breakage of frozen roadbed

  • School of Civil Engineering, Harbin Institute of Technology
  • Jilin Architectural and Civil Engineering Institute
  • Chinese Academy of Sciences

Research output: Contribution to journalArticlepeer-review

Abstract

Based on the Mohr-Coulomb criteria and the direct addition principle of stress, the stress intensity criteria of earthquake breakage of frozen roadbed is proposed by introducing in two basic concepts of average normal stress and deviatoric stress, in which the coupling effect of dynamic shearing stress, dynamic normal stress of earthquake, and static normal stress and static shearing stress of soil self-gravity are considered. It is testified that the stress intensity criteria of earthquake breakage is reliable by a computation example of representative frozen roadbed section from Qinghai-Tibet railway in China.

Original languageEnglish
Pages (from-to)638-642
Number of pages5
JournalYanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering
Volume24
Issue number4
StatePublished - 15 Feb 2005
Externally publishedYes

Keywords

  • Earthquake breakage
  • Frozen roadbed
  • Qinghai-Tibet railway
  • Soil mechanics
  • Stress intensity criteria

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