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静压桩贯入地基的球孔扩张-滑动摩擦计算模式
引用本文:张明义,邓安福.静压桩贯入地基的球孔扩张-滑动摩擦计算模式[J].岩土力学,2003,24(5):701-704.
作者姓名:张明义  邓安福
作者单位:1. 青岛建筑工程学院 土木系,山东 青岛 266033; 2. 重庆大学 土木工程学院,重庆 400045
摘    要:针对静力压桩的特点,将沉桩过程中的侧摩阻力和端阻力分开计算,建立了一种新的计算模式,即球孔扩张-滑动摩擦模式。编制了计算程序,对桩端土按球形孔扩张计算;对桩侧土按滑动摩擦计算。算例证明,该计算模式是可行的。

关 键 词:静压桩  贯入  球孔扩张  滑动摩擦  模拟计算
文章编号:1000-7598-(2003)05-0701-05
收稿时间:2002-05-13

A spherical cavity expansion-sliding friction calculation model on penetration of pressed-in piles
ZHANG Ming-yi,DENG An-fu.A spherical cavity expansion-sliding friction calculation model on penetration of pressed-in piles[J].Rock and Soil Mechanics,2003,24(5):701-704.
Authors:ZHANG Ming-yi  DENG An-fu
Institution:1. Qingdao Institute of Architecture and Engineering, Qingdao 266033, China; 2. Chongqing University, Chongqing 400045, China
Abstract:A new method to calculate penetration resistance of pressed-in piles, namely spherical cavity expansion-sliding friction model, is presented. The tip resistance and the side sliding friction resistance of pile are calculated respectively. A computer program, which can plot the calculating curves, is worked out. The calculating result shows that there is a good agreement between the calculated curves and the measured ones.
Keywords:pressed-in piles(jacked pile)  penetration  spherical cavity expansion  sliding friction  simulating calculation
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