摘要
提出了适用于深基础问题的研究方法,即应变路径法(SPM),通过综合分析压桩挤土问题的本质,分析了当前国内外应变路径法理论研究的进展和存在的问题,从而从基本规律或机理上促进桩土作用相关问题的理论和应用难题研究。
The paper points out the research methods for the deep foundation problems, that is Strain Path Method（SPM）. According to the essence of the comprehensive analysis of the compacting problems, the paper analyzes the tendency of the research on the strain path method at home and abroad and its problems, so as to enhance theories related to the piling soil effect and some application study.
出处
《山西建筑》
2009年第22期91-92,共2页
Shanxi Architecture
基金
福建省教育厅A类项目(项目编号:JA08198)
福建省青年人才项目资助(项目编号:2008F3094)
关键词
静力压桩
应变路径法
空间效应
static pressed pile, Strain Path Method, space effect
