摘要
阐述了后压浆灌注桩技术、施工工艺及措施,对模型试验桩的静载试验表明,应用该技术可大大提高灌注桩的承载力并使其变形特性得到明显改善.该技术可供其他工程参考.
This paper presents the principle,construction process and technical treatment of the follow up grouting technology in slurry filling pile.The static loading test on model pile shows that the bearing capacity of filling pile is increased greatly and its deformation character is improved greatly by using this technology.It may be referential for other engineerings.
出处
《武汉水利电力大学学报》
CSCD
1998年第5期69-71,共3页
Engineering Journal of Wuhan University
关键词
后压浆
灌注桩
承载力
变形
施工工艺
follow up grouting
filling pile
bearing capacity
deformation