A simplified calculation approach for settlement of pile groups

ZHANG Qian-qing; ZHANG Zhong-miao

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

A simplified calculation approach for settlement of pile groups

更新时间：2026-06-25

- A simplified calculation approach for settlement of pile groups
- Vol. 33, Issue 2, (2012)
- 作者机构：
  
  1. 浙江大学软弱土与环境土工教育部重点实验室,杭州,310058
  2. 浙江大学岩土工程研究所,杭州,310058
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473.1
- Online First：14 February 2012，
  
  Published：2012
- 稿件说明：
移动端阅览
ZHANG Qian-qing, ZHANG Zhong-miao. A simplified calculation approach for settlement of pile groups[J]. 2012, 33(2).
DOI：

ZHANG Qian-qing, ZHANG Zhong-miao. A simplified calculation approach for settlement of pile groups[J]. 2012, 33(2). DOI：

摘要

将均质土和成层土中的单桩桩顶沉降分成桩端力引起的沉降、桩身压缩和桩侧阻力引起的沉降3部分分别计算，获得单桩沉降后，运用等代墩法可获得群桩的平均沉降。单桩沉降计算方法可考虑桩端力与桩端位移的非线性关系和桩侧阻力引起沉降的非线性特性，同时计算方法可考虑桩身压缩对桩顶沉降的贡献。算例分析表明，计算值与实测值和其他方法的计算值有较好的一致性，验证了该方法的合理性。

Abstract

The pile head settlement of a single pile in homogeneous soil and multilayered soils can be subdivided into three aspects

including the pile tip settlement induced by mobilized load at the pile tip

the compression of pile shaft

and the settlement caused by the skin friction. Based on the settlement of a single pile and the equivalent pier method

a simplified calculation approach for average settlement of pile groups is obtained. The nonlinear relationship between the pile tip load and the settlement at the pile tip

and the nonlinear settlement induced by the skin friction can be taken into account

as well as the pile shaft compression. The settlements of a single pile and pile groups drawn from the present method are generally in good agreement with the measured values and the calculated values estimated from other methods.

关键词

Keywords

references

Views

835

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

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

Nonlinear analysis of settlement of axially loaded single pile in Gibson soil

Research on behaviors of single pile considering softening of pile-side soil

Settlement and contact pressure characteristics of the main building and annex with post-cast strips on medium or low compressible soil

Related Author

LIN Peng

LI Shu-cai

ZHANG Qian-qing

LI Li-ping

ZHANG Qian

许振浩

孙超群

JIN Jian-ming

Related Institution

Geotechnical & Structural Engineering Research Center, Shandong University

State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology

College of Urban Planning, Zhejiang Shuren University

Institute of Geotechnical Engineering, Guangdong University of Technology

Institute of Geotechnical Engineering, Southeast University

AI问答

⁰