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湖南泗洲山抽水蓄能电站地下厂房洞室群围岩稳定分析

孙文涛

广东水利水电Issue(11):83-89,7.
广东水利水电Issue(11):83-89,7.

湖南泗洲山抽水蓄能电站地下厂房洞室群围岩稳定分析

Stability Analysis of Surrounding Rock of Underground Powerhouse Caverns of Sizhoushan Pumped Storage Power Station in Hunan Province

孙文涛1

作者信息

  • 1. 广东省水利电力勘测设计研究院有限公司,广州 510635
  • 折叠

摘要

Abstract

The weak geological structural planes such as faults are the main factors controlling the stability of the surrounding rock of the underground powerhouse cavern group.Based on the layout of the underground powerhouse cavern group in Sizhou Mountain,combined with the geological conditions of the surrounding rock,a three-dimensional model including faults and joint fissures is established to simulate the layered excavation and support scheme of the powerhouse,revealing the distribution law of the plastic zone and potential failure parts of the surrounding rock of the cavern group.The analysis results indicate that the surrounding rock of the underground powerhouse cavern group in Sizhou Mountain is stable and meets the conditions for tunnel formation.The results provide reliable guidance for subsequent construction design.

关键词

抽水蓄能电站/地下洞室群/节理裂隙/围岩稳定/3DEC

Key words

pumped storage power station/underground cavern group/joint fissures/stability of surrounding rock/3DEC

分类

建筑与水利

引用本文复制引用

孙文涛..湖南泗洲山抽水蓄能电站地下厂房洞室群围岩稳定分析[J].广东水利水电,2025,(11):83-89,7.

广东水利水电

1008-0112

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