Development of software for nonlinear analysis of single pile response based on load transfer method and its application

LIN Peng; LI Shu-cai; ZHANG Qian-qing; LI Li-ping; ZHANG Qian

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Development of software for nonlinear analysis of single pile response based on load transfer method and its application

更新时间：2026-06-25

- Development of software for nonlinear analysis of single pile response based on load transfer method and its application
- Vol. 34, Issue S2, (2013)
- 作者机构：
  
  1. 山东大学岩土与结构工程研究中心,济南,250061
  2. 中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏,徐州,221116
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473.1
- Online First：19 November 2013，
  
  Published：2013
- 稿件说明：
移动端阅览
LIN Peng, LI Shu-cai, ZHANG Qian-qing, et al. Development of software for nonlinear analysis of single pile response based on load transfer method and its application[J]. 2013, 34(S2).
DOI：

LIN Peng, LI Shu-cai, ZHANG Qian-qing, et al. Development of software for nonlinear analysis of single pile response based on load transfer method and its application[J]. 2013, 34(S2). DOI：

摘要

基于荷载传递法的单桩非线性受力性状分析软件，可灵活选用不同的荷载传递函数如双曲线模型和软化模型等分析单位侧阻与桩土相对位移间的关系及桩端位移和桩端阻力间的关系，并将桩分成若干桩段以考虑地基土的成层性，且在分析单桩的非线性受力性状的过程中可考虑地下水的影响。该软件得出的单桩受力性状与实际情况吻合较好，提出的基于荷载传递法的单桩非线性受力性状的分析软件是合理可行的，在单桩非线性受力性状的分析上具有一定的实用价值。

Abstract

Software for nonlinear analysis of a single pile response based on load transfer method is presented in this paper. Different load transfer functions such as a hyperbolic model and a softening model can be adopted in the present software to capture the relationship between unit skin friction and pile-soil relative displacement and the relationship between unit tip resistance and pile tip displacement. In the present software

the single pile is divided into different segments to consider layers of soil

and the influence of the groundwater level on the single pile response can be taken into account. The single pile response derived from the present software is generally in good agreement with the field-observed behavior. The proposed software is efficient

and suitable for the analysis of nonlinear response of a single pile.

关键词

Keywords

references

Views

1393

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

A simplified calculation approach for settlement of pile groups

Calculation of the ultimate uplift capacity of single piles in sand

Fractional nonlinear creep constitutive model of salt rock

Model tests on effect of slopes on lateral resistance of near single piles in sand

A nonlinear constitutive model for municipal solid waste considering effects of degradation

Related Author

ZHANG Qian-qing

ZHANG Zhong-miao

ZOU Dan

HE Huai-jian

WU Fei

LIU Jian-feng

WU Zhi-de

BIAN Yu

Related Institution

Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Zhejiang University

Institute of Geotechnical Engineering, Zhejiang University

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

College of Civil Engineering, Hunan University

Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education, Sichuan University

AI问答

⁰