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某山区河流凹岸堤防堤脚挡墙坍塌处理与设计

吴舅槐 卢荻秋

广东水利水电Issue(11):30-33,4.
广东水利水电Issue(11):30-33,4.

某山区河流凹岸堤防堤脚挡墙坍塌处理与设计

Collapse Processing and Design for Dike Retaining Wall of the Concave Bank Embankment in A mountain River

吴舅槐 1卢荻秋1

作者信息

  • 1. 广东省水利水电科学研究院,广东广州 510635
  • 折叠

摘要

Abstract

Because of the large gradient and rapid current of the mountain rivers, the concave bank toe is easy to damage due to water scouring . By analyzing the specific reasons caused the collapse of the retaining wall, combined with the results, corresponding measures is proposed, and dike retaining wall is redesigned.It can provide reference for the mountain small and midsize rivers management project design.

关键词

堤脚挡墙/处理与设计/挡墙坍塌/凹岸堤防

Key words

dike retaining wall/processing and design/retaining wall collapse/concave bank embankment

分类

建筑与水利

引用本文复制引用

吴舅槐,卢荻秋..某山区河流凹岸堤防堤脚挡墙坍塌处理与设计[J].广东水利水电,2014,(11):30-33,4.

广东水利水电

1008-0112

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