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Volume 7 Issue 3
Sep.  2000
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Meifeng Cai, Lan Qiao, Bo Yu, and Shuanghong Wang, Stress Measurement with an Improved Hollow Inclusion Technique In Jinchuan Nickel Mine, J. Univ. Sci. Technol. Beijing, 7(2000), No. 3, pp. 157-160.
Cite this article as:
Meifeng Cai, Lan Qiao, Bo Yu, and Shuanghong Wang, Stress Measurement with an Improved Hollow Inclusion Technique In Jinchuan Nickel Mine, J. Univ. Sci. Technol. Beijing, 7(2000), No. 3, pp. 157-160.
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Mineral

Stress Measurement with an Improved Hollow Inclusion Technique In Jinchuan Nickel Mine

  • Borehole overcoring stress measurement with an improved hollow inclusion technique was carried out at 10 points on 3 levels in Jinchuan nickel mine which is situated in north-west of China. Through the measurement, 3-D in situ stress state at the measuring points and distribution characteristics of the stress field in the mine were obtained. The stress state in Jinchuan mine is dominated by the horizontal tectonic stress field. The maximum principal stress is horizontal which is about twice the weight of the overburden and its orientation is approximately vertical to the regional tectonic line. The difference between two horizontal principal stresses is quite large which is an important reason to cause failure of underground excavations.
  • Mineral

    Stress Measurement with an Improved Hollow Inclusion Technique In Jinchuan Nickel Mine

    + Author Affiliations
    • Borehole overcoring stress measurement with an improved hollow inclusion technique was carried out at 10 points on 3 levels in Jinchuan nickel mine which is situated in north-west of China. Through the measurement, 3-D in situ stress state at the measuring points and distribution characteristics of the stress field in the mine were obtained. The stress state in Jinchuan mine is dominated by the horizontal tectonic stress field. The maximum principal stress is horizontal which is about twice the weight of the overburden and its orientation is approximately vertical to the regional tectonic line. The difference between two horizontal principal stresses is quite large which is an important reason to cause failure of underground excavations.
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