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破碎岩体上混凝土重力拱坝的设计要点分析

陈绍松

水利水电技术2017,Vol.48Issue(10):40-46,79,8.
水利水电技术2017,Vol.48Issue(10):40-46,79,8.DOI:10.13928/j.cnki.wrahe.2017.10.007

破碎岩体上混凝土重力拱坝的设计要点分析

Analysis on main design points of concrete gravity arch dam on fractured rock mass

陈绍松1

作者信息

  • 1. 中水北方勘测设计研究有限责任公司,天津300222
  • 折叠

摘要

Abstract

Due to the complicated geological condition with fractured rock mass,the virgin condition of the site of Gomal Zam Dam in Pakistan cannot meet the foundation condition required for constructing a concrete dam.Based on the in situ investigation and experiment,the treatment scheme of large range and depth consolidation grouting is then adopted.Combined with grouting experiment,the effect iveness of the consolidation grouting on enhancing the deformation modulus is verified,while a finite element analysis is made on the dam body with the rock physical and mechanic parameters after the treatment of consolidation grouting as well.On the basis of the demonstrations made in several aspects,the concrete gravity arch dam with the height of 133m is successfully built up under the condition of intensively fractured rock mass through an elaborative design concerned.The study result can provide references for design of the concrete gravity arch dams.

关键词

重力拱坝/固结灌浆处理/岩体变形模量/声波测试/高摩赞大坝/巴基斯坦

Key words

gravity arch dam/consolidation grouting/deformation modulus of rock mass/acoustic wave detection/Gomal Zam Dam/Pakistan

分类

建筑与水利

引用本文复制引用

陈绍松..破碎岩体上混凝土重力拱坝的设计要点分析[J].水利水电技术,2017,48(10):40-46,79,8.

水利水电技术

OA北大核心CSCDCSTPCD

1000-0860

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