Optimization of foundation treatment scheme for the toe plate area of lower reservoir dam of a pumped storage power station and its implementation

Dam & Safety ›› 2020, Vol. 0 ›› Issue (5): 59-.

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Optimization of foundation treatment scheme for the toe plate area of lower reservoir dam of a pumped storage power station and its implementation

HU Fuhang and TIAN Jianhua

Zhejiang Huadong Construction Engineering Co., Ltd.

Received:2020-05-27 Online:2020-10-08 Published:2020-10-08

某抽水蓄能电站下水库趾板区基础处理方案的优化与实践

胡富杭，田建华

浙江华东建设工程有限公司，浙江杭州，310014

作者简介:胡富杭（1984— ），男，浙江东阳人，本科，高级工程师，研究方向为水利水电和岩土工程勘察。

Abstract

Abstract: This paper analyses the difficulties occurred during construction of toe plate area of the lower reservoir dam of a pumped storage power station. By contrastive analysis of treatment schemes, the conclusion is obtained that the adoption of curtain grouting and impervious wall is technically feasible and risk controllable. Then the curtain grouting and consolidation grouting are carried out, which are effective.

Key words: toe plate, curtain grouting, impervious wall, construction scheme

摘要： 对某工程大坝趾板施工过程中遇到的技术难题进行实证分析，并对比两种技术方案的优势与不足，认为帷幕灌浆与防渗墙方案技术可行、风险可控。最终的权威检测表明：大坝趾板基面固结灌浆、帷幕灌浆后，波速均达到设计相关要求，取得了理想的效果，达到了施工质量预期。

关键词: 大坝趾板, 帷幕灌浆, 防渗墙, 施工方案

HU Fuhang and TIAN Jianhua. Optimization of foundation treatment scheme for the toe plate area of lower reservoir dam of a pumped storage power station and its implementation[J]. Dam & Safety, 2020, 0(5): 59-.

胡富杭，田建华. 某抽水蓄能电站下水库趾板区基础处理方案的优化与实践[J]. 大坝与安全, 2020, 0(5): 59-.

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Optimization of foundation treatment scheme for the toe plate area of lower reservoir dam of a pumped storage power station and its implementation

某抽水蓄能电站下水库趾板区基础处理方案的优化与实践

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