摘要
本文首先介绍了相似理论在室内模型实验中的运用,确定出了本次模型试验的相关参数。然后通过荷载作用下CFG桩复合地基模型试验,分析对比了天然地基、不带桩帽复合地基、带桩帽复合地基的沉降以及桩土应力关系。最后得出结论,即CFG桩可有效加固黄土地基。
This paper first introduced the application of similarity theory in the indoor model experiment, determined the related parameters of the model test. And then through the load model test of CFG pile composite foundation, this paper analyzed the relation of the natural foundation, composite foundation with no pile cap, composite foundation settlement with pile cap and pile soil stress. The conclusion can be made that CFG pile can effectively reinforce the loess foundation.
出处
《南阳理工学院学报》
2013年第6期84-88,共5页
Journal of Nanyang Institute of Technology
关键词
CFG桩
模型试验
黄土地基
承载特性
CFG pile
the model test
loess foundation
load-bearing characteristics
