Abstract

Understanding the risk associated with anthropogenic earthquakes is essential in the development and management of engineering processes and hydraulic infrastructure that may alter pore pressures and stresses at depth. The possibility of earthquakes triggered by reservoir impoundment, ocean tides, and hydrological events at the Earth surface (hydro-seismicity) has been extensively debated. The link between induced seismicity and hydrological events is currently based on statistical correlations rather than on physical mechanisms. Here, we explore the geomechanical conditions that could allow for small pore pressure changes due to reservoir management and sea level changes to propagate to depths that are compatible with earthquake triggering at critically-stressed faults (several kilometers). We consider a damaged fault zone that is embedded in a poroelastic rock matrix, and conduct fully coupled hydromechanical simulations of pressure diffusion and rock deformation. We characterize the hydraulic and geomechanical properties of fault zones that could allow for small pressure and loading changes at the ground surface (in the order of tens or hundreds of kPa) to propagate with relatively small attenuation to seismogenic depths (up to 10 km). We find that pressure diffusion to such depths is only possible for highly permeable fault zones and/or strong poroelastic coupling.

Highlights

  • The recent increase in anthropogenic earthquakes [1], especially those that are linked to industrial activities and energy technologies [2,3], has recently attracted industrial, social and scientific interest.The role of pore fluid on the occurrence, spatial distribution, and magnitude of earthquakes has become a central scientific issue

  • It is essential to explore the geomechanical conditions that could allow small pore pressure changes to propagate to depths that are compatible with earthquake triggering at critically-stressed faults given that the link between induced seismicity and hydrological events is currently based on statistical evidence rather than on physical mechanisms

  • We analyze the effect of tidal oscillations on pore pressure changes along a strike-slip fault through two models

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Summary

Introduction

The recent increase in anthropogenic earthquakes [1], especially those that are linked to industrial activities and energy technologies [2,3], has recently attracted industrial, social and scientific interest. It is essential to explore the geomechanical conditions that could allow small pore pressure changes to propagate to depths that are compatible with earthquake triggering at critically-stressed faults (several kilometers) given that the link between induced seismicity and hydrological events is currently based on statistical evidence rather than on physical mechanisms. The system is subjected to periodical tidal actions at the surface (periodic changes in pore pressure and total vertical stress) These cause variations in both the pressure field and effective stresses along the fault, so that the fault permeability may play a significant role in the pressure diffusion. The poroelastic coupling emerges as a fault weakening factor, even when the fault permeability is rather low

Mathematical Model
Flow Equation
Simplified Linear Formulation of Poroelasticity
Model Implementation
Tidal Oscillation Model Set-Up
Reservoir Oscillation Model Set-Up
Results and Discussion
Tidal Oscillation
The Effect of the Fault Permeability
The Poroelastic Coupling
The Role of the Host Rock Permeability
Reservoir Oscillation
Conclusions
Full Text
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