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丰满新建重力坝基础 F67断层处理技术方案拟定研究

蒲金山 任玉珊 赵颖华 仉新日

长春工程学院学报(自然科学版)2016,Vol.17Issue(1):64-67,4.
长春工程学院学报(自然科学版)2016,Vol.17Issue(1):64-67,4.DOI:10.3969/j.issn.1009-8984.2016.01.015

丰满新建重力坝基础 F67断层处理技术方案拟定研究

The Fault Processing Technique Plan on Fengman Newly Built Gravity Dam Foundation F67

蒲金山 1任玉珊 2赵颖华 3仉新日1

作者信息

  • 1. 长春工程学院
  • 2. 吉林省水工程安全与灾害防治工程实验室
  • 3. 中水东北勘测设计研究有限责任公司,长春130012
  • 折叠

摘要

Abstract

F67 fault is located at the right bank of the newly built gravity dam area during Fengman hydro‐pow er station dam comprehensive treatment project .In this article ,the investigations to some projects in construction have been performed to check if the technique treatment measures has been adopted during the treatment to foundation faults .Three technique measures are determined for F67 fault with the engineering and geological characteristics of Fengman newly built dams .After calculation ,analysis and comparison , the excavation displacement of concrete in the fault is finally selected to process the F67 fault .

关键词

丰满/重力坝/断层/技术方案

Key words

Fengman/gravity dam/fault/technical proposal

分类

建筑与水利

引用本文复制引用

蒲金山,任玉珊,赵颖华,仉新日..丰满新建重力坝基础 F67断层处理技术方案拟定研究[J].长春工程学院学报(自然科学版),2016,17(1):64-67,4.

长春工程学院学报(自然科学版)

1009-8984

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