长江科学院院报 ›› 2012, Vol. 29 ›› Issue (2): 41-45.

• 岩土工程 • 上一篇    下一篇

多元回归方法在西南某水电站TBM施工隧洞围岩质量预测中的应用

李青松1,石豫川1,周春宏2   

  1. 1.成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都  610059;2.中国水电顾问集团 华东勘测设计研究院,杭州  310014
  • 收稿日期:2011-04-25 出版日期:2012-02-01 发布日期:2012-03-19
  • 作者简介:李青松(1983-),男,河南郑州人,硕士研究生,主要从事于边坡稳定、TBM围岩分类研究

Application of Multiple Regression Method to the Prediction of Surrounding Rockmass Quality for TBM-Excavated Tunnels of Hydropower Station

LI Qing-song1, Shi Yu-chuan1, ZHOU Chun-hong2   

  1. 1.State Key Laboratory of Geohazard Prevention and Geo-environment Protection, Chengdu University of Technology, Chengdu  610059, China;2.Hydrochina Huadong Engineering Corporation, Hangzhou  310014, China
  • Received:2011-04-25 Online:2012-02-01 Published:2012-03-19

摘要: 针对西南某水电站引水隧洞TBM施工中的围岩分类问题,进行大量的现场调查、数据采集和分析验证,在基于TBM掘进参数研究的基础上引入岩石强度的地质因素,经过多元逐步回归得到了回归方程,并将其应用在各围岩类别的地质分值上进行验证,得到的预测分值与现场地质分值吻合率较高,以此预测围岩质量。研究成果为以后TBM施工条件下隧洞围岩分类的进一步研究提供了有价值的参考。

Abstract: To study the rock classification for the diversion tunnel excavated by Tunnel Boring Machine (TBM), field investigation, data collection and analysis have been done in a hydropower station in southwest China. A regression equation is obtained by multiple regression on the basis of TBM performance parameters and rock strength. The equation is verified by being applied to the geological prediction of different rock classifications. The prediction scores are highly consistent with the field scores. The paper provides a valuable reference for further research on surrounding rock classification of TBM-excavated tunnels.

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