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Rock Mechanics and Rock Engineering

, Volume 52, Issue 11, pp 4497–4507 | Cite as

In Situ Stress State of the Northwest Region of the Jiaodong Peninsula, China from Overcoring Stress Measurements in Three Gold Mines

  • Peng LiEmail author
  • Mei-feng Cai
  • Qi-feng Guo
  • Sheng-jun Miao
Original Paper

Abstract

The northwest region of the Jiaodong Peninsula has a complex geological environment that experiences frequent microseismic activity. In situ stress magnitudes and orientations in three underground gold mines (i.e., Sanshandao, Xincheng, and Linglong gold mines) were obtained by an improved overcoring technique with a hollow inclusion strain gauge from 53 measuring points, and the distribution characteristics of the in situ stress field were analyzed. The results show that the stress field is characterized by σH > σh > σv and σH > σv > σh (where σH, σh, and σv are maximum horizontal, minimum horizontal, and vertical principal stresses, respectively). The regional stress field is dominated by the horizontal principal stress in the measurement depth ranges. The σH is dominantly oriented in the NWW–SEE or near E–W direction, which is, in general, in agreement with those interpreted by focal mechanism solutions, geodesic leveling analysis, and GPS data. The stress accumulation in the study area is at moderate and low levels under the present tectonic stress state, and the superficial crust is in a relatively stable state. The stress accumulation in the thrust stress state and the strike-slip stress state are mostly moderate.

Keywords

Jiaodong Peninsula In situ stress measurement Improved overcoring technique Stress field Stress accumulation degree 

List of symbols

σ1

Maximum principal stress

σ3

Minimum principal stress

σH

Maximum horizontal stress

σh

Minimum horizontal stress

σv

Vertical stress

H

Depth

KH

Ratio of the maximum horizontal stress to the vertical stress

Kh

Ratio of the minimum horizontal stress to the vertical stress

η

Ratio of the maximum horizontal stress to the minimum horizontal stress

μ

Friction coefficient of the fault

μm

Ratio of the maximum shear stress to the average stress

P0

Pore pressure

Notes

Acknowledgements

This study was funded by the State Key Research Development Program of China (Nos. 2016YFC0600703 and 2017YFC0804103) and the National Key Basic Research Program of China (973 Program) (No. 2015CB060200).

Compliance with ethical standards

Conflict of interest

The authors declare that they have no conflicts of interest.

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Copyright information

© Springer-Verlag GmbH Austria, part of Springer Nature 2019

Authors and Affiliations

  • Peng Li
    • 1
    • 2
    Email author
  • Mei-feng Cai
    • 1
    • 2
  • Qi-feng Guo
    • 1
    • 2
  • Sheng-jun Miao
    • 1
    • 2
  1. 1.School of Civil and Resource EngineeringUniversity of Science and Technology BeijingBeijingChina
  2. 2.Beijing Key Laboratory of Urban Underground Space EngineeringUniversity of Science and Technology BeijingBeijingChina

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