MECHANICS RELATED WITH FROZEN GROUND IN CONSTRUCTION OF QINGHAI-TIBET RAILWAY[J]. MECHANICS IN ENGINEERING, 2006, 28(3). DOI: 10.6052/1000-0992-2006-179
Citation: MECHANICS RELATED WITH FROZEN GROUND IN CONSTRUCTION OF QINGHAI-TIBET RAILWAY[J]. MECHANICS IN ENGINEERING, 2006, 28(3). DOI: 10.6052/1000-0992-2006-179

MECHANICS RELATED WITH FROZEN GROUND IN CONSTRUCTION OF QINGHAI-TIBET RAILWAY

  • Based on the researches on constructions in frozenregions and Qinghai-Tibet Roadway and Railway, some related mechanicsproblems are proposed.They are: the temperature field in frozen soilunder climate and engineering conditions; frost heaving and thawsettlement of permafrost roadbed; the support force of frozen soilunder the roadbed; the frost heaving of many kinds of engineeringconstructions (especially culverts and stake bases); the influence ofregenerative damages on railway bed; active protective measures forfrozen soil damages. All problems may be classified into two kinds: oneconcerns heat stability, and the other dynamicsstability. And the both problems are coupled.
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