摘要
该文通过不同桩长的水泥搅拌桩单桩承载力静荷载试验，运用数据统计数据处理方法，建立单桩承载力、侧摩阻力与桩长之间的相关回归方程，即数学模型。该数学模型为不同桩长的设计，提供了单桩承载力或侧摩阻力的取值范围。
By single pile bearing capacity form static load test for the cement stirring pile of different lengths, using mathematical statistical data processing method (regression analysis , variance analysis ),the paper establishes the correlated regression equations between the single pile bearing capacity , pile side friction and the pile length , i.e.the mathematical model .This mathematical model presents the valuing range for single pile bearing capacity or pile side friction in case of designing different pile lengths.
出处
《勘察科学技术》
1999年第5期3-7,共5页
Site Investigation Science and Technology
关键词
水泥搅拌桩
静载试验
桩侧摩阻力
桩长
数学模型
cement stirring pilel
static load test
pile side friction
pile length
mathematical model
