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阳江抽水蓄能电站下水库大坝坝基防渗处理技术

周清

广东水利水电Issue(12):63-68,6.
广东水利水电Issue(12):63-68,6.

阳江抽水蓄能电站下水库大坝坝基防渗处理技术

Anti-seepage Treatment Technology of Lower Reservoir Dam Foundation of Yangjiang Pumped Storage Power Station

周清1

作者信息

  • 1. 广东水电二局股份有限公司,广州 511340
  • 折叠

摘要

Abstract

The lower reservoir dam of Guangdong Yangjiang Pumped storage power station is an asphalt concrete core rockfill dam,with a maximum height of 55.9m,which is built on the deep and uneven overlayer.The riverbed of the dam foundation of the lower reservoir is flood alluvial sand pebble layer as the foundation surface,and the foundation surface of the dam shoulder and anti-seepage core wall on both sides is fully weathering zone.The seepage control of the dam foundation is concrete anti-seepage wall and curtain grouting.This paper briefly introduces the reservoir dam foundation treatment design,in the construction technology from the dam excavation treatment,concrete impervious wall,curtain grouting construction and dam foundation seepage control effect briefly,analyzes the covering dam foundation concrete impervious wall construction of the main technical difficulties and control key,for reference for similar engineering.

关键词

堆石坝/覆盖层/坝基防渗/混凝土防渗墙/帷幕灌浆

Key words

rockfill dam/overburden/dam foundation concrete/seepage prevention wall/curtain grouting

分类

建筑与水利

引用本文复制引用

周清..阳江抽水蓄能电站下水库大坝坝基防渗处理技术[J].广东水利水电,2023,(12):63-68,6.

广东水利水电

1008-0112

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