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拱坝对近坝肩导流洞结构衬砌的影响研究

吴文博 李守义 吴晨

水资源与水工程学报Issue(3):202-204,3.
水资源与水工程学报Issue(3):202-204,3.DOI:10.11705/j.issn.1672-643X.2015.03.42

拱坝对近坝肩导流洞结构衬砌的影响研究

Research on effect of arch dam to structure of diversion tunnel lining near arch dam abutment

吴文博 1李守义 1吴晨1

作者信息

  • 1. 西安理工大学水利水电学院,陕西西安710048
  • 折叠

摘要

Abstract

In order to more deeply and accurately study the real stress situation of diversion tunnel near arch dam abutment so as to ensure the safe operation of diversion tunnel in construction period , this paper analyzed the impact of dam on the diversion tunnel near dam abutment .It used Ansys finite element anal-ysis to establish the whole finite element model of arch dam and diversion tunnel ,and analyzed the addi-tional stress of arch dam produced by arch dam in the conditions of own weight and own weight plus hy -drostatic situation ,which can provide the basis for the reinforcement of tunnel .The results show that the additional stress of diversion tunnel generated near arch dam abutment can not be ignored .The rock body grouting of dam abutment has certain effect on reducing the additional stress .The results can provide ref-erence for the design and construction of diversion tunnel near arch dam abutment .

关键词

拱坝/拱坝坝肩/导流洞/附加应力/坝肩岩体灌浆

Key words

arch dam/arch dam abutment/diversion tunnel/additional stress/rock body grouting of dam abutment

分类

建筑与水利

引用本文复制引用

吴文博,李守义,吴晨..拱坝对近坝肩导流洞结构衬砌的影响研究[J].水资源与水工程学报,2015,(3):202-204,3.

水资源与水工程学报

OACSTPCD

1672-643X

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