大型土工砂袋形变影响因素分析*
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:

中交第三航务工程局2021年科研课题项目(21-南槽一期综-24)


Influencing factors of deformation of large geotechnical sand bag
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    以大型土工砂袋为研究对象,基于受力分析建立数学方程,探讨砂袋摩擦系数、填料侧压力系数对大型土工砂袋形变的影响,分析两种因素的作用机理,并结合实际工程的砂袋选型设计进行验证。结果表明,随着砂袋摩擦系数增加,袋体张力增大且不断隆起;而填料侧压力系数变化时,袋体张力虽增大但对形状几乎无影响;砂袋摩擦系数比填料侧压力系数具有更明显作用;建立的数学模型具有可靠性,具有较好的实用价值。

    Abstract:

    This paper takes the large geotechnical sand bag as the research object,and builds the mathematical equation based on the force analysis. The paper discusses the influence of friction coefficient of sand bag and lateral pressure coefficient of the filling on the deformation of large geotechnical sand bag,then analyzes mechanism of the two factors,and verifies the results with the design and selection of sand bag in an actual project. The results show that the tension of the bag increases and bulges continuously with the increase of friction coefficient. The tension of the bag increases with lateral pressure coefficient changes but the shape is nearly stable. The friction coefficient of sand bag has more obvious effect than lateral pressure coefficient of filling. The built mathematical model is basically reliable,and has excellent practical value.

    参考文献
    相似文献
    引证文献
引用本文

杨立文,虞 莹,高成宾.大型土工砂袋形变影响因素分析*[J].水运工程,2023(1):186-190.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2023-01-12
  • 出版日期:
文章二维码