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提升河道韧性的倒Y形装配式堤岸挡土墙力学特性分析

马少春 侯若帆 王晓丹 潘艳辉 杨康建 张建伟

人民黄河2026,Vol.48Issue(4):70-75,90,7.
人民黄河2026,Vol.48Issue(4):70-75,90,7.DOI:10.3969/j.issn.1000-1379.2026.04.010

提升河道韧性的倒Y形装配式堤岸挡土墙力学特性分析

Mechanical Characteristic Analysis of the Inverted Y-Shaped Assembled Retaining Wall for Enhancing River Channel Resilience

马少春 1侯若帆 2王晓丹 2潘艳辉 3杨康建 2张建伟2

作者信息

  • 1. 河南大学 开封市工程修复与材料循环工程技术研究中心,河南 开封 475004||黄河实验室(河南),河南 郑州 450000||河南省历史建筑智能保护与修复工程研究中心,河南 开封 475004
  • 2. 河南大学 开封市工程修复与材料循环工程技术研究中心,河南 开封 475004||河南省历史建筑智能保护与修复工程研究中心,河南 开封 475004
  • 3. 黄河实验室(河南),河南 郑州 450000||黄淮学院 建筑工程学院,河南 驻马店 463000||坝道工程医院,河南 平舆 463400
  • 折叠

摘要

Abstract

To comprehensively address the challenges associated with enhancing riverbank resilience,including issues such as scouring and erosion of embankments,low foundation bearing capacity,construction timelines,and landscape modifications,this study proposed a novel inverted Y-shaped prefabricated embankment retaining wall.Compared to traditional masonry stone embankments and counterfort retaining walls,the inverted Y-shaped prefabricated embankment retaining wall effectively utilized the boundary conditions of backfill and mound-like structures to control river flow patterns and scouring,while suppressing lateral soil pressure and its eccentric effects.This approach offered advantages in material savings and reduced structural deformation.The stability,overturning resistance,wall-backfill soil pressure,base con-tact stress,lateral displacement,and force transfer path of the structure were analyzed and evaluated through a combination of theoretical cal-culations and numerical simulations.Additionally,the influence of factors such as embankment height ratio,spacing between end columns,and the toe and heel plates was investigated,and recommended value ranges were provided.Finally,the findings were validated and analyzed in the context of a practical engineering case,demonstrating that the inverted Y-shaped prefabricated embankment retaining wall exhibited favorable mechanical properties,contributed to enhancing river resilience,and had promising application prospects.

关键词

倒Y形装配式堤岸挡土墙/力学特性/韧性提升/数值分析/理论计算

Key words

inverted Y-shaped prefabricated embankment retaining wall/mechanical property/resilience improvement/numerical analysis/theoretical calculation

分类

建筑与水利

引用本文复制引用

马少春,侯若帆,王晓丹,潘艳辉,杨康建,张建伟..提升河道韧性的倒Y形装配式堤岸挡土墙力学特性分析[J].人民黄河,2026,48(4):70-75,90,7.

基金项目

河南省科技攻关项目(232102321066) (232102321066)

开封市科技攻关项目(2303001) (2303001)

中国交通建设股份有限公司科技研发项目(2024-ZJKJ-01) (2024-ZJKJ-01)

人民黄河

1000-1379

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