柔性承台下完全和部分埋入群桩的竖向振动及内力分析

任青; 黄茂松

doi:10.13204/j.gyjz201106022

柔性承台下完全和部分埋入群桩的竖向振动及内力分析

doi: 10.13204/j.gyjz201106022

任青¹,
黄茂松^2,3

1.
1. 上海理工大学,上海200093;
2.
2. 同济大学地下建筑与工程系,上海200092;
3.
3. 同济大学岩土及地下工程教育部重点实验室,上海200092

基金项目:

国家自然科学基金项目(51008194)

详细信息

作者简介:
第一作者：任青, 男, 1976年出生, 博士, 讲师。E-mail：renqing1976@163.com

中图分类号: TU473.1
计量
- 文章访问数: 71
- HTML全文浏览量: 4
- PDF下载量: 48
- 被引次数: 0
出版历程
- 收稿日期: 2010-10-30
- 刊出日期: 2011-06-20

ANALYSIS FOR AXIAL VIBRATION AND INTERNAL FORCES OF TOTALLY AND PARTIALLY EMBEDDED PILE GROUPS WITH FLEXIBLE CAPS

Ren Qing¹,
Huang Maosong^2,3

1.
1. Shanghai University of Science and Technology,Shanghai 200093,China;
2.
2. Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;
3.
3. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China

摘要

摘要: 基于简化的完全和部分埋入群桩动力计算模型，采用有限元子结构方法，提出可以考虑承台板对群桩动力阻抗贡献的计算方法，并对均质地基和层状地基中不同桩间距条件下，承台板厚度对群桩动力阻抗的影响给予分析，详细讨论承台板惯性力的变化对群桩动力特性的影响，指出刚性承台假定的局限性。然后重点研究不同承台板厚度条件下群桩内力的分布规律。最后通过对群桩现场试验和海上风机基础动力特性的模拟，并与传统的计算方法和试验结果进行对比，说明计算方法可以更为合理、准确地预测群桩的动力响应及其变化趋势。
- 柔性承台 /
- 群桩 /
- 动力响应
Abstract: A simplified analytical method was developed for the axial harmonic response of totally and partially embedded pile groups in homogeneous and layered soil deposits.Based on BDWF model, finite element sub-structure method was used to setup the dynamic model of cap-pile groups which could precisely simulate cap's influence on impedance of pile groups.A comprehensive parameter study was focused the influence of the caps' height and mass density on pile groups dynamic response, and then limitation of rigid cap in practical design was presented.A solution was finally presented for the internal forces distributed on pile heads due to pile-to-pile interaction.The solution of present method was compared with that of traditional simplified method(rigid and massless cap solution) in simulating an in-site experiments of totally embedded pile groups and dynamics response of partially embedded pile groups for offshore fan foundation under harmonic load, it is demonstrated that present one can predict the pile groups dynamics response more reasonable and reliable.
- flexible caps /
- pile group /
- dynamic response

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参考文献(20)

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