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冻土桩抗压承载力特性的有限元模拟与分析
引用本文:孙文彬. 冻土桩抗压承载力特性的有限元模拟与分析[J]. 哈尔滨商业大学学报(自然科学版), 2014, 0(6): 724-727
作者姓名:孙文彬
作者单位:唐山开滦建设 集团 有限责任公司,河北唐山,063000
摘    要:在模型试验的基础上,利用Ansys有限元软件,对不同温度冻土和融土中单桩的竖向承载力进行了分析,得出了冻土温度对单桩承载力的影响,以及在冻融条件下单桩承载力的变化,为西部大开发中冻土地区桩基础的设计与施工提供了理论依据与方法指导.

关 键 词:冻土  融土    承载力  有限元分析

Finite element simulation and analysis for compressive bearing capacity properties of frozen soil pile
SUN Wen-bin. Finite element simulation and analysis for compressive bearing capacity properties of frozen soil pile[J]. Journal of Harbin University of Commerce :Natural Sciences Edition, 2014, 0(6): 724-727
Authors:SUN Wen-bin
Affiliation:SUN Wen-bin ( Tangshan Kailuan Construction (Group) Ltd. , Co, Tangshan 063000, China)
Abstract:On the basis of model experiment,using finite software Ansys,vertical bearing capacity of single pile in freezing and thawing soil with various temperature were analyzed,and the influence with various temperature to bearing capacity were drawn,as well as its change under thawing condition. The conclusion result from the analysis could offer theory reference and method instruction for pile foundation designing and constructing in western frozen area.
Keywords:freezing soil  thawing soil  pile  bearing capacity  finite analysis
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