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土石坝灌浆设计与施工关键技术探讨

施华堂 计阳 肖碧 钟坤

长江科学院院报2024,Vol.41Issue(4):174-180,7.
长江科学院院报2024,Vol.41Issue(4):174-180,7.DOI:10.11988/ckyyb.20230883

土石坝灌浆设计与施工关键技术探讨

Discussion on Key Technologies for Grouting Design and Construction of Earth-Rock Dams

施华堂 1计阳 2肖碧 1钟坤1

作者信息

  • 1. 长江勘测规划设计研究有限责任公司,武汉 430010
  • 2. 南水北调中线实业发展有限公司,北京 100176
  • 折叠

摘要

Abstract

The grouting process for the foundation of earth-rock dams,including core wall rockfill dams and panel rockfill dams,is influenced by various factors such as limited cover depth,blasting operations,unloading proces-ses,and the presence of weak rock formations.These factors often lead to challenges such as significant uplift,frac-turing,and seepage during grouting operations,posing difficulties in achieving effective injection and ensuring quality,consequently jeopardizing the reservoir's normal water storage.We analyzed the key design issues such as the selection of foundation rock mass,layout of grouting corridors,arrangement of grouting holes,determination of grouting and inspection pressures.Furthermore,on the basis of specifications and engineering practice,we dis-cussed the grouting methodologies,methods for managing external seepage,selection of blocking devices,control of uplift,and pressure augmentation strategies.Finally,we propose the method of determining curtain grouting pres-sure and inspection pressure,the systematic sealing and ramdom sealing for leakage,the criteria for selecting bloc-king devices,and the grouting control based on P-Q relation to offer reference for similar dam foundation grouting.

关键词

土石坝/灌浆设计/施工关键技术/盖重/抬动控制/帷幕灌浆压力

Key words

earth-rock dams/grouting design/construction key technology/cover weight/lifting control/curtain grouting pressure

分类

建筑与水利

引用本文复制引用

施华堂,计阳,肖碧,钟坤..土石坝灌浆设计与施工关键技术探讨[J].长江科学院院报,2024,41(4):174-180,7.

基金项目

长江勘测规划设计研究有限责任公司科研项目(CX2020Z08) (CX2020Z08)

长江科学院院报

OA北大核心CSTPCD

1001-5485

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