摘要
从群桩基础计算理论的角度出发,以方形群桩基础软弱下卧层顶面附加应力设计值的计算进行了研究,结果表明,采用本文提出的简化计算方法要比现有理论的计算方法简单,其计算结果相同。
From the view-point of grouped piles foundation calculation theory, this article has studied the calculation of design value of additional stress on top surface of the weak substratum undes square grouped piles foundation. The result shows that the simplified calculation method as proposed by this article is simpler than the calculation method of present theory, but giving the same answer.
出处
《基建优化》
2007年第1期120-122,共3页
Optimization of Capital Construction
关键词
方形群桩基础
软弱下卧层
扩散角
附加应力
square grouped piles foundation
the weak substratum
diffision angle
additional pressure