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Measuring Crustal Stress: Borehole Methods

  • Arno Zang
  • Ove Stephansson

Abstract

Stresses within the Earth’s crust are “measured” indirectly by coring, slotting and loading a piece of rock with subsequent analysis of re-equilibrium deformations. This action requires assumptions about constitutive behaviour of the rock, i.e. the relationship between measured strain and inferred stress (Eq. (4.2) for anisotropic, Eq. (4.8) for isotropic rock). In addition, Eq. (4.8) includes the effect of temperature on mechanical stresses. If the location of stress measurement is chosen to be close to natural discontinuities (fracture, fault) or excavation (borehole, tunnel) boundaries, near-field stresses are determined (Sect. 4.4). The virgin or in-situ stress field can only be observed at distances of two to three times the size of the excavation discontinuity or any other stress concentrator (inclusion).

Keywords

Hydraulic Fracture Borehole Wall Crustal Stress Maximum Horizontal Stress Breakdown Pressure 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer Science+Business Media B.V. 2010

Authors and Affiliations

  • Arno Zang
    • 1
  • Ove Stephansson
    • 1
    • 2
  1. 1.GFZ German Research Centre for GeosciencesPotsdamGermany
  2. 2.GFZ and KTH StockholmSweden

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