摘要
本文应用柱形塑性扩张理论对灌注桩后压浆的最终扩张压力与扩散半径进行推导和计算,定性分析了后压浆对桩侧,桩端土产生渗透、压密、劈裂三种效应机理,应用经验公式分析了压浆前后承载力的变化及其影响因素,通过工程实例总结得出相关结论,对于同类工艺的技术参数选取有现实的指导意义。
The paper calculates the final expansion pressure and expansion radius of cast-in-place pile with post-grouting with Pillar Expansion theory.On the basis of the theory,the paper analyzes the effects,such as permeability,compaction and splitting,of post-grouting to pile shaft and soil around pile tip qualitatively,and the paper also analyzes the change of front-to-back bearing capacity and its influencing factors.Finally,the paper draws a conclusion by summarizing some practical projects.The paper is of some piratical guide significance to homogeneous technology in the selection of technical parameters.
出处
《工程地球物理学报》
2007年第4期386-390,共5页
Chinese Journal of Engineering Geophysics
关键词
后压浆
承载力
柱扩张理论
渗透
压密
劈裂
post-grouting
bearing capacity
Pillar Expansion theory
permeability
compaction
splitting