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金属矿山 ›› 2017, Vol. 46 ›› Issue (10): 159-162.

• 采矿工程 • 上一篇    下一篇

深部岩体岩芯饼化特征分析与原岩应力计算研究

张旭1,2,郭奇峰1,2   

  1. 1.北京科技大学土木与资源工程学院,北京100083;2.金属矿山高效开采与安全教育部重点实验室,北京 100083
  • 出版日期:2017-10-15 发布日期:2017-10-15
  • 基金资助:

    国家重点研发计划项目(编号:2016YFC0600703),中央高校基本科研业务费专项资金项目(编号:FRF-TP-16-017A3)。

Characteristics of Core Disking and Calculation of In-situ Rock Stress in Deep Rock Mass

Zhang Xu1,2,Guo Qifeng1,2   

  1. 1.School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;2.Key Laboratory of High-efficient Mining and Safety of Metal Mines of Ministry of Education,Beijing 100083,China
  • Online:2017-10-15 Published:2017-10-15

摘要: 以三山岛金矿地质勘探钻孔岩芯饼化现象为背景,详述饼化破坏特征,结合国内外多种推算地应力的理论计算公式,与现场岩芯饼化厚度进行大量对比计算,并基于矿区多个水平的地应力测量和岩石试验结果,得出了岩芯饼化薄饼与厚饼推算地应力的优势公式。通过3DEC数值模拟软件结合前期地应力测量成果模拟了钻孔过程以及岩芯根桩的应力分布,依据应力分区和优势公式推算了岩芯根桩不同应力分区的岩芯饼化厚度。区域Ⅰ,最大主应力为82~83.6 MPa,饼化厚度为7.7~7.9 mm;区域Ⅱ,最大主应力为80~82 MPa,饼化厚度为7.9~8.36 mm;区域Ⅲ,最大主应力为76~78 MPa,饼化厚度为8.79~931 mm。通过数值模拟兼理论计算获得的岩芯饼化厚度与现场实测误差在2 mm以内,为岩芯饼化现象研究提供了有益思路。

关键词: 岩芯饼化, 地应力测量, 理论计算, 数值模拟, 饼化厚度

Abstract: With the Core disking phenomenon in geological exploration drilling in Sanshandao gold mine as background,the characteristics of the core disking is described in detail.Combined with the theoretical calculation formulas of various in-situ stresses at home and abroad,great numbers of contrasts with the in-situ thickness of core disking are made.Based on the stress measurements and rock test results in mining area,the optimal formulas of calculating the ground stress for thin core disking and thick disking are obtained.The drilling process and the stress distribution of core rock piles are simulated by 3DEC numerical simulation software combined with in-situ stress measurement results at early stage.According to the stress zoning and the optimal formula,the core disking thickness in different stress zoning of rock core piles is deduced.For zone Ⅰ,the maximum principal stress varies from 82 MPa to 83.6 MPa,and the disking thickness is from 7.7 mm to 7.9 mm.For zone Ⅱ,the maximum principal stress varies from 80 MPa to 82 MPa and the disking thickness is from 7.9 mm to 8.36 mm.For zone Ⅲ,the maximum principal stress varies from 76 MPa to 78 MPa,and the disking thickness is from 8.79 mm to 9.31 mm.The tolerance of core disking thickness based on the numerical simulation and theoretical calculation is within 2 mm comparing with field measurement,which provides a useful idea for investigating core disking.

Key words: Core disking, In-situ stress measurement, Theoretical calculation, Numerical simulation, Disking thickness