期刊文献+

钢筋混凝土灌注桩后压浆作用机理及应用

Impacting mechanism and technique application of post-grouting of bored reinforced concrete pile
下载PDF
导出
摘要 从地层选择和后压浆作用机理两方面介绍了钢筋混凝土灌注桩后压浆技术,并结合实际工程,阐明了后压浆是提高钢筋混凝土灌注桩单桩竖向承载力的有效措施,取得了显著的技术效果和经济效益。 In considering various soil layers' situation and their respective functional mechanism, this paper presents a bored reinforced concrete pile post-grouting technology. Satisfactory improvement of singular pole vertical bearing capacity resulting from both theoretical analysis and practical construction projects suggests that the application of this technology may achieve remarkable benefits both technically and economically.
出处 《山西建筑》 2006年第12期77-78,共2页 Shanxi Architecture
关键词 后压浆技术 灌注桩 竖向承载力 post-grouting technology, bored pile, vertical-bearing capacity
  • 相关文献

参考文献4

二级参考文献1

共引文献25

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