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饱和砂土地基海上风机筒形基础离心模型试验研究

邢占清 王爱霞 张嘎 符平

地震工程学报Issue(3):741-745,5.
地震工程学报Issue(3):741-745,5.DOI:10.3969/j.issn.1000-0844.2014.03.0741

饱和砂土地基海上风机筒形基础离心模型试验研究

Centrifugal Model Test of an Offshore Wind Turbine Foundation on Saturated Sand Ground

邢占清 1王爱霞 2张嘎 3符平3

作者信息

  • 1. 中国水利水电科学研究院,北京 100038
  • 2. 北京中水科水电科技开发有限公司,北京 100038
  • 3. 清华大学,北京 100083
  • 折叠

摘要

Abstract

With its low cost and simple structure,the bucket foundation has great application po-tential for the offshore wind turbine foundation.The main load of the foundation suffers horizon-tal cyclic loading,which we simulate in this study by an eccentric wheel and cylinder.We conduct centrifugal model tests on a saturated sand foundation in which we simulate and measure the stress,deformation,and pore pressure.We then analyze the deformation and stress characteris-tics of the bucket foundation according to the measurement results,which show that dumping de-struction obviously occurred under monotonic and cyclic horizontal loads,and deformation ap-peared mainly around the bucket foundation.

关键词

筒形基础/海上风机/离心模型试验/砂土/承载力

Key words

bucket foundation/offshore wind turbine/centrifugal model tests/sand/bearing ca-pacity

分类

建筑与水利

引用本文复制引用

邢占清,王爱霞,张嘎,符平..饱和砂土地基海上风机筒形基础离心模型试验研究[J].地震工程学报,2014,(3):741-745,5.

基金项目

中国水利水电科学研究院科研专项(监1423) (监1423)

地震工程学报

OA北大核心CSCDCSTPCD

1000-0844

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