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非等桩长或非等桩径的桩基沉降计算
引用本文:王大勇,阳吉宝.非等桩长或非等桩径的桩基沉降计算[J].上海力学,1998,19(1):62-67.
作者姓名:王大勇  阳吉宝
作者单位:同济大学地下建筑与工程系,上海市民防地基勘察院 上海 200092,上海 200232
摘    要:本文提出了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。

关 键 词:非等桩长  非等桩径  沉降计算  优化设计  桩基

A METHOD TO CALCULATE THE SETTLEMENT OF PILE FOUNDATION WHEN PILES ARE OF DIFFERENT LENGTHS OR OF DIFFERENT DIAMETERS
Wang Datong.A METHOD TO CALCULATE THE SETTLEMENT OF PILE FOUNDATION WHEN PILES ARE OF DIFFERENT LENGTHS OR OF DIFFERENT DIAMETERS[J].Chinese Quarterly Mechanics,1998,19(1):62-67.
Authors:Wang Datong
Abstract: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.
Keywords:piles of different lengths and different diameters  settlement of pile foundation  optimal design of pile founsation  
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