4.6 Article

Elastoplastic source model for microseismicity and acoustic emission

Journal

GEOPHYSICAL JOURNAL INTERNATIONAL
Volume 227, Issue 1, Pages 33-53

Publisher

OXFORD UNIV PRESS
DOI: 10.1093/gji/ggab207

Keywords

Plasticity; diffusion; and creep; Earthquake dynamics; Mechanics; theory; modelling

Funding

  1. Research Council of Norway [280953]
  2. Ministry of Science and Higher Education of the Russian Federation [075-15-2019-1890]
  3. Research Council of Norway (Centre for Earth Evolution and Dynamics) [223272]

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This paper presents a mathematical model which derives the seismic moment tensor based on classical continuum mechanics and plasticity theory, providing further clarification on the relationship between microseismic events and the failure process. The representation of seismic sources in this model has several useful properties and is compatible with elasto-plastic geomechanical simulators, highlighting theoretical links between stress state, geomechanical parameters and conventional representations of the moment tensor such as Hudson source type parameters.
The microseismic events can often be characterized by a complex non-double couple source mechanism. Recent laboratory studies recording the acoustic emission during rock deformation help connecting the components of the seismic moment tensor with the failure process. In this complementary contribution, we offer a mathematical model which can further clarify these connections. We derive the seismic moment tensor based on classical continuum mechanics and plasticity theory. The moment tensor density can be represented by the product of elastic stiffness tensor and the plastic strain tensor. This representation of seismic sources has several useful properties: (i) it accounts for incipient faulting as a microseismicity source mechanism, (ii) it does not require a pre-defined fracture geometry, (iii) it accounts for both shear and volumetric source mechanisms, (iv) it is valid for general heterogeneous and anisotropic rocks and (v) it is consistent with elasto-plastic geomechanical simulators. We illustrate the new approach using 2-D numerical examples of seismicity associated with cylindrical openings, analogous to wellborc, tunnel or fluid-rich conduit and provide a simple analytic expression of the moment density tensor. We compare our simulation results with previously published data from laboratory and field experiments. We consider four special cases corresponding to `dry' elastically homogeneous and elastically heterogeneous isotropic rocks, 'dry' transversely isotropic rocks and 'wet' isotropic rocks. The model highlights theoretical links between stress state, geomechanical parameters and conventional representations of the moment tensor such as Hudson source type parameters.

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