摘要
首先对桩的荷载传递法进行了分析 ,通过对工程实测资料的研究 ,发现西安饱和黄土地基中旋挖钻孔灌注桩桩侧摩阻力传递函数符合双曲线规律 ,并探讨了双曲线模型参数的理论计算方法。最后结合一工程实例证明利用荷载传递函数法 ,根据土质参数来计算单桩Q
Load transfering function is analyzed. Through research on some engineering materials, it is discovered that function of lateral resistence of churning driven cast?in?place pile in Xian satured loess area is comformed to hyperbola.Theory calculation method of the hyperloda parameters is discussed.Based on a project example,the method is proved reliable to calculate Q ? s curve of single pile.
出处
《岩土工程技术》
2001年第1期18-22,共5页
Geotechnical Engineering Technique
关键词
桩基
荷载传递函数法
饱和黄土
pile foundation
load transfering function
satured loess
