期刊文献+

挤扩多盘桩土体极限承载力影响因素的研究 被引量:2

Research on the Factors Affecting the Ultimate Bearing Capacity of the Soil Around of the Push-extend Multi-under-reamed Pile
下载PDF
导出
摘要 根据挤扩多盘桩桩土效应及土体极限承载力的理论分析和试验研究的成果,对挤扩多盘桩土体极限承载力的多种影响因素进行了定性或定量的分析,为进一步综合考虑各项因素进行挤扩多盘桩基础设计,提供了理论依据。 In the paper, according to the theory analysis and test results of researching on the effect of pile and soil work together and the failure principle of the soil of the push - extend multi- under- reamed pile, it is analysed qualitatively and quantitatively that the influence factors affecting the ultimate bearing capacity of the soil around of the push - extend multi - under - reamed pile. The results of the paper put forward the theory basis for design the bearing capacity of the pile in the practical project.
作者 马春良 陈显
出处 《吉林工程技术师范学院学报》 2008年第6期76-78,共3页 Journal of Jilin Engineering Normal University
关键词 挤扩多盘桩 定性 定量 极限承载力 影响因素 the push - extend multi - under - reamed pile qualitative quantitative the bearing capacity of the pile influence factor
  • 相关文献

参考文献1

  • 1[1]钱永梅.挤扩多盘桩的桩土效应及土体极限承载力研究[D].吉林大学博士论文,2002.

共引文献1

同被引文献21

引证文献2

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