Frictional behaviour of carbonate bearing faults at brittle-ductile transition

One of the most alarming recent findings in geo-science is the dramatic rise in the rate of humaninduced earthquakes in the past decade. This is due to the fluid injection or extraction in deep reservoirs for hydrocarbon production, wastewater and CO2 storage and exploitation of geothermal resources which result in the reactivation of nearby faults. These reservoirs are often located 2-3 km depth (i.e. 30 MPa), and are hosted in or covered by sedimentary carbonate layers. As carbonate undergoes a brittle-ductile transition with increasing confining pressure from values of around 20 MPa, ductile deformation can play an important role on the nucleation and propagation of earthquakes on carbonate faults. Here, we investigate the role of increasing ductile behaviour on fault frictional parameters. The research is performed through the new biaxial apparatus installed at EPFL, the HighSTEPS (High Strain TEmperature Pressure Speed) apparatus, able to measure frictional parameters in a wide range of shearing velocities (10-6 m/s – 0.2 m/s) and under unique boundary conditions representative of the Earth’s crust, i.e., normal stress up to 100 MPa, confining pressure up to 100 MPa, pore fluid pressure up to 100 MPa and temperature up to 120°. The induced stress state in bare surface samples was previously studied by a comparison between results of FEM numerical analyses and experimental ones. Under shear loading conditions, the principal stress σ1 is oriented at about 25° to the vertical axis, and the confining pressure corresponds to the principal stress σ2. Tests are performed under different values of applied confining pressure (1 - 60 MPa) and normal stress (1.5 – 90 MPa) on the faults, keeping constant the ratio between σn/σ3 around ~ 3, to mimic faults at different depth. We present experimental results mapping carbonate fault mechanical behaviour from low shearing velocity 10-6 m/s to high shearing velocity 10-1 m/s. Moreover, experimental results are modelled with rate-and-state friction laws (RSFLs) to define rate and state parameters related to the critical conditions for fault stability and its dependence on the presence of ductile deformation. These results shed new light on the nucleation and propagation of earthquake within the brittle-ductile transition in carbonate bearing rocks.

On the effects of fluid pressure variations on rock-mass and fault mechanical behaviour

Corentin Jean-Marie Rémi Noël

In the past 20 years, the growing interest in deep geo-reservoirs for purposes such as carbon storage, waste water disposal, or geothermal energy exploitation have led to large-volume fluid injections into the upper continental crust. These fluid injections have caused a massive increase in the seismicity rate in some normally âquietâ regions. Recent observations suggested that different injection strategies could produce different mechanical responses in these reservoirs. In this vein, cyclic fluid injections have been proposed as an alternative to conventional monotonic injections to mitigate induced earthquakes. Additionally, recent studies have suggested that injection into deeper geo-reservoirs, at the brittle-ductile transition, could reduce (or suppress) induced earthquakes. In this context, this research has aimed at bettering our understanding of reservoir deformation during different fluid injection strategies. Laboratory experiments were performed on porous reservoir rock under different reservoir conditions and fluid injection strategies. In the first section, it is demonstrated that water-saturated conditions, compared to dry conditions, cause a reduction in uniaxial compression strength in five sandstones. Additional experiments suggest that this water weakening of sandstones is due to the reduction of the fracture toughness and of the static friction of the materials. In the second section, it is shown that under drained conditions, pore fluid pressure oscillations affect the long-term mechanical behaviour of intact porous rocks. More than the amplitude of the oscillations, the period controls the time-to-failure, failure strength and dilatancy rate of the sample. Additionally, the pore fluid pressure oscillations control the AE events (a proxy for the seismicity): the AE events rate oscillates in-phase with the pore fluid pressure variations. Increasing the differential stress, the amplitude and the period of the oscillations accentuates this behaviour. In the third section, it is demonstrated that under drained conditions, pore fluid pressure oscillations strongly affect the mechanical behaviour of faults. The pore fluid pressure signal directly controls the instabilitiesâ (i.e., stick-slip and AE events) distribution, with an increase of events at elevated pore fluid pressure. For initially stable sliding faults, the pore fluid pressure oscillation signal controls the onset of unstable slip: the higher the pore fluid pressure oscillationâs amplitude, the lower the stress and displacement at the onset of a seismic event. In the fourth section, it is shown that under quasi-drained conditions, a pore fluid pressure increase within a rock undergoing ductile deformation causes instantaneous dilation of the system. Further increasing the pore fluid pressure leads to the development of localized deformations and the shear fracturing of the rock. The macroscopic shear fracturing is not instantaneous when the ductile to brittle transition is passed. Prior to this, a creeping phase is necessary. The time and strain length of this creeping phase are controlled by the rate of pore fluid pressure increase: the faster the injection, the longer the creeping phase. This work provides new insight into the mechanical behaviour of rock masses and faults under various crustal conditions during pore fluid pressure variations. It helps to constrain the mechanisms involved in deep geo-reservoirs submitted to different injection strategies.

EPFL2021

On the effects of fluid pressure variations on rock-mass and fault mechanical behaviour

Corentin Jean-Marie Rémi Noël

EPFL2021