Construction and Technique Prospective on Super-high Concrete Face Rockfill Dams in China

杨泽艳; 周建平

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Construction and Technique Prospective on Super-high Concrete Face Rockfill Dams in China

更新时间：2026-01-22

- Construction and Technique Prospective on Super-high Concrete Face Rockfill Dams in China
- Issue 1, Pages: 64-68(2007)
- 作者机构：
  
  中国水电工程顾问集团公司,北京,100011
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV641.43
- Published：2007
- 稿件说明：
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[1]杨泽艳,周建平.我国特高面板堆石坝的建设与技术展望[J].水力发电,2007(01):64-68.

杨泽艳, 周建平. Construction and Technique Prospective on Super-high Concrete Face Rockfill Dams in China[J]. 2007, (1): 64-68.
[1]杨泽艳,周建平.我国特高面板堆石坝的建设与技术展望[J].水力发电,2007(01):64-68. DOI：

杨泽艳, 周建平. Construction and Technique Prospective on Super-high Concrete Face Rockfill Dams in China[J]. 2007, (1): 64-68. DOI：

摘要

国内2000年后已建和在建的200 m级高面板堆石坝

从堆石料原岩选择、孔隙率控制、坝体断面分区、面板和趾板防裂控制等设计技术方面及碾压设备选型、坝体预沉降控制、施工填筑分期等施工技术方面

采取了一系列行之有效的措施

取得了坝体变形小、面板裂缝少等成效。借此

对300 m级特高面板堆石坝技术作了设想

提出了尚需研究的课题。

Abstract

The achievements of deformation control in dam body and cracks on concrete face slab are tremendous owing to the completion or under construction of some 200 m high concrete face rockfill dams（CFRD） since 2000.A series of effective measures such design techniques as the rock selection of dam materials

porosity control

the zoning of dam section

crack prevention of concrete face slab and plinth

and the construction techniques such as compacted equipment selection

dam settlement control in advance

stage construction are adopted

which gains achievements of less deformation of dam body and less crack of face slab.Herein

some tentative plans and research subjects for 300 m super-high CFRD construction technique are proposed.

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references

面板堆石坝采用冲碾压实技术的研究和探讨 [J]. 杨泽艳,文亚豪,罗光其. 贵州水力发电 . 2003(01)

中国当代土石坝工程[M]. 中国水利水电出版社 , 王柏乐主编, 2004

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