ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2021 ›› Issue (3): 12-.

• 专栏 • 上一篇    下一篇

白鹤滩水电站地下厂房围岩开挖松弛深度分析

谢志伟,楼一江   

  1. 浙江华东建设工程有限公司,浙江  杭州,311122
  • 收稿日期:2019-11-14 修回日期:2019-12-15 出版日期:2021-06-08 发布日期:2021-11-25
  • 作者简介:谢志伟(1987— ),男,浙江绍兴人,高级工程师,研究方向:工程物探。

Analysis of rock relaxation at underground powerhouse of Baihetan hydropower station

XIE Zhiwei and LOU Yijiang#br#   

  1. Zhejiang Huadong Construction Engineering Co., Ltd.
  • Received:2019-11-14 Revised:2019-12-15 Online:2021-06-08 Published:2021-11-25

摘要: 地下洞室开挖后,在洞室围岩周围形成一定深度的松弛带,松弛带深度的确定对评价围岩稳定性和指导洞室支护设计都具有重要意义。基于白鹤滩水电站地下厂房开挖期间声波测试结果,分析地下厂房松弛与开挖深度、时间的关系,为指导施工开挖和岩体松弛加固设计提供依据。

关键词: 岩体松弛, 地下厂房, 声波测试

Abstract: After the excavation of underground cavern, relaxation occurs in the surrounding rock of the cavern. Thus, determination of relaxation zone depth is important for evaluation of the stability of surrounding rock and for the design of tunnel support. In this paper, based on results of acoustic test during construction of underground powerhouse of Baihetan hydropower station, the relationship among rock relaxation, excavation depth and time is analyzed to provide basis for excavation and design of support.

Key words: rock relaxation, underground powerhouse, acoustic test

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