摘要
本文提出一种非等桩长和非等桩径的桩基沉降计算方法,计算实例表明,该法简便、实用,可用于桩基优化设计计算。
In this paper, a method is presented for the calculation the settlement of pile foundation when piles are of different lengths or of different diameters. Through several concrete calculations, this method is proved to be simple and useful. Also, this method offers an optimal design of the piled foundation.
出处
《上海力学》
CSCD
1998年第1期62-67,共6页
Chinese Quarterly Mechanics
关键词
非等桩长
非等桩径
沉降计算
优化设计
桩基
piles of different lengths and different diameters,settlement of pile foundation, optimal design of pile founsation.
