摘要
通过室内模型试验和微观分析，研究石灰桩加固软地基的机理．解决了石灰桩在软弱地基中的软化问题，提高了石灰桩的强度，为工业废渣的开发利用提供了一条新的途径．
Based on the model experiments and mierocosmic analysis,this paper studies the basic mechanism of reinforcing soft soil foundation by quicklime-pipe further. It sums up the results of experiment and theory analysis and puts forward some reasonable suggestions expanding applying field and range of quicklime-pipe.
出处
《沈阳建筑工程学院学报》
1994年第4期383-388,共6页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
软土地基
石灰桩
抗压强度
模型试验
掺合料
compressive strength
model test
soft soil foundation
additives
quicklime-pipe
