程国栋, 杨成松. 青藏铁路建设中的冻土力学问题[J]. 力学与实践, 2006, 28(3). DOI: 10.6052/1000-0992-2006-179
引用本文: 程国栋, 杨成松. 青藏铁路建设中的冻土力学问题[J]. 力学与实践, 2006, 28(3). DOI: 10.6052/1000-0992-2006-179
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

青藏铁路建设中的冻土力学问题

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

  • 摘要: 根据已有的寒区工程研究资料和关于青藏公路和铁路的不断研究成果,总结了青藏铁路建设中存在的冻土力学问题,具体表现为:气候和工程影响下路基下冻土温度场变化;多年冻土路基的冻胀和融沉变形;路基的冻土承载力(动载、静载)的变化;修建的各种工程结构物下的冻胀力(特别是涵洞和桩基);次生灾害对铁路路基的影响;主动保护冻土的冻害防治措施问题. 这些力学问题可以从大类上分为热学稳定性和力学稳定性两部分,但这两部分是相互耦合的.

     

    Abstract: 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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