Displacement penetration method used for numerical simulation to jacked pile

ZHANG Ming-yi; DENG An-fu; GAN Teng-jun

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Displacement penetration method used for numerical simulation to jacked pile

更新时间：2026-06-25

- Displacement penetration method used for numerical simulation to jacked pile
- Vol. 24, Issue 1, (2003)
- 作者机构：
  
  1. 青岛建筑工程学院土木工程系,青岛,266033
  2. 重庆大学建筑工程学院,重庆,400045
- 作者简介：
- 基金信息：
- DOI：
  CLC： 0241
- Online First：27 August 2014，
  
  Published：2003
- 稿件说明：
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ZHANG Ming-yi, DENG An-fu, GAN Teng-jun. Displacement penetration method used for numerical simulation to jacked pile[J]. 2003, 24(1).
DOI：

ZHANG Ming-yi, DENG An-fu, GAN Teng-jun. Displacement penetration method used for numerical simulation to jacked pile[J]. 2003, 24(1). DOI：

摘要

在通用软件ANSYS平台上对静力压桩进行数值分析。提出了位移贯入法，巧妙地利用边界位移条件使桩体贯入，可以考虑弹塑性本构关系、大变形和桩-土滑动摩擦等复杂问题，更符合静力压桩实际情况，具有仿真效果。

Abstract

Numerical analysis of static piling based on the commonly used software ANSYS is done. The displacement penetration method is presented

which lets the pile move downward by means of the displacement boundary condition so that to simulate the piling process of jacked pile. The method takes some complex problems into account

such as elastoplastic constitutive law

large deformation and the sliding friction between pile and soil

which is more reality and has the effect of animated simulation.

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