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大岗山水电站拱坝坝肩岩体加固效果分析

肖薇

西北水电Issue(2):44-47,4.
西北水电Issue(2):44-47,4.DOI:10.3969/j.issn.1006-2610.2015.02.011

大岗山水电站拱坝坝肩岩体加固效果分析

Analysis on Reinforcing Effects of Rockmass in Arch Dam Abutment, Dagangshan Hydropower Project

肖薇1

作者信息

  • 1. 四川大学水利水电学院,成都 610065
  • 折叠

摘要

Abstract

The dam site of Dagangshan Hydropower Project is with the superior geographic advantage of building high arch dam.But the geological tectonics her is complicated.Dike, fractured zone because of extrusion, faults and joint fissures shall be reinforced.By appli-cation of ANSYS, the value analysis is respectively performed on the natural foundation and the reinforced foundation in abutment of the Dagangshan arch dam.The analysis shows that the safety factor is 4.0~5.0 in condition of the natural foundation;5.0~6.0 in condition of the reinforced foundation.This presents that the reinforcement scheme can effectively increase stability and safety of the dam body as well as obviously improve strain and plastic variation range of the dam body, providing design, construction and similar project reinforce-ment with reference.

关键词

大岗山水电站/坝肩稳定/天然地基/加固地基/加固效果/分析

Key words

Dagangshan Hydropower Station/abutment stability/natural foundation/reinforce foundation/reinforcing effect/analysis

分类

建筑与水利

引用本文复制引用

肖薇..大岗山水电站拱坝坝肩岩体加固效果分析[J].西北水电,2015,(2):44-47,4.

西北水电

1006-2610

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