期刊文献+

基坑开挖对周边CFG桩复合地基力学性状的影响

Research on The Mechanical Behavior Effect of Around Composite Foundation of CFG Under Pit Excavation
下载PDF
导出
摘要 利用有限元分析软件ANSYS建立了基坑开挖对群桩影响的有限元分析模型,并根据计算结果分析了基坑开挖深度对周边CFG桩复合地基的影响规律。考虑到桩土相互作用,建立了接触面。计算结果表明基坑开挖对中间桩的影响最大,同时也证明了采用接触面分析方法的合理性。 A numerical model was established with ANSYS software to analyze the foundation pit excavation effect on group piles,analyze the effect rule of the mechanical behavior on composite foundation of CFG by calculation. Considering pile-soil interaction, establish contact surface. The calculation results show that foundation pit excavation has the greatest effect on the middle pile,it is also demonstrated that contact surface algorithm is a proper selection in onsidering soil pile interaction
作者 梁乐杰
出处 《河北联合大学学报(自然科学版)》 CAS 2012年第4期117-119,124,共4页 Journal of Hebei Polytechnic University:Social Science Edition
关键词 ANSYS 基坑开挖 接触面 CFG桩 ANSYS foundation pit excavation contact surface CFG pile
  • 相关文献

参考文献4

二级参考文献23

  • 1彭典华,赵德安,陈志敏,张发.基坑土钉支护应力和加固机理分析[J].土工基础,2007,21(2):37-40. 被引量:1
  • 2JGJ94—94.建筑桩基技术规范[S].,1995..
  • 3de Beer E E,Wallays M. Forced induced in piles by unsymmetrical surcharges on the soil around the piles[A]. In:Proceedings of the 5th European Conference on Soil Mechanics and Foundation Engineering[C]. [s.l.]:[s. n.],1972. 325-332.
  • 4Poulos H G. Design of reinforcing piles to increase slope stability[J]. Canadian Geotechnical Journal,1995,32(5):808-818.
  • 5Mayne P W,Kulhawy F H. K0-OCR relationships in soil[J]. Journal of Geotechnical Engineering,ASCE,1982,108(6):851-872.
  • 6Kondner R L. Hyperbolic stress-strain response:cohesive soils[J]. Journal of Soil Mechanics and Foundation Engineering,ASCE,1963,89(1):115-144.
  • 7Vesic A S. Bending of beams resting on isotropic elastic solids[J]. Journal of Soil Mechanics and Foundation Engineering,ASCE,1961,87(2):35-53.
  • 8Broms B B. The lateral resistance of piles in cohesive soils[J]. Journal of Soil Mechanics and Foundation Engineering,ASCE,1964,90(2):27-63.
  • 9Broms B B. The lateral resistance of piles in cohesionless soils[J]. Journal of Soil Mechanics and Foundation Engineering,ASCE,1964,90(3):123-156.
  • 10Stewart D P. Lateral loading of piled bridge abutments due to embankment construction[Ph. D. Thesis][D]. Crawley,Australia:University of Western Australia,1992.

共引文献39

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部