Laboratory Simulation of Injection-Induced Shear Slip on Saw-Cut Sandstone Fractures under Different Boundary Conditions
نویسندگان
چکیده
It is widely acknowledged that induced earthquakes may be linked to the fluid mass injection into subsurface in a manner of reactivating preexisting natural faults. To better understand potential effect tectonic boundary conditions on fault slip behavior, we performed injection-induced shear experiments critically stressed saw-cut sandstone samples under constant piston displacement (CPD test) and stress (CSS at confining pressure 10 MPa 15 MPa, respectively. In response low pressurization rate 0.1 MPa/min, artificial fractures (faults) show slow velocity (< ?m/s) accompanied by linear drop CPD tests, whereas faster 5 larger distance are observed subsequent CSS tests. Our experimental results indicate laboratory slide stably overpressure during two supported experimentally measured rate-and-state frictional parameters stability analysis. As applied increases from considerable decrease hydraulic diffusivity. Also, heterogeneity found affected tests both pressures. We interpret this as result local depressurization potentially occurs far away end due rapid shear-enhanced dilation. addition, complete energy budget components associated with fluid-induced fracture context respectively, have been quantitatively evaluated. observations highlight behavior closely related not only effective normal stress, but also conditions.
منابع مشابه
Numerical Simulation of MHD Boundary Layer Stagnation Flow of Nanofluid over a Stretching Sheet with Slip and Convective Boundary Conditions
An investigation is carried out on MHD stagnation point flow of water-based nanofluids in which the heat and mass transfer includes the effects of slip and convective boundary conditions. Employing the similarity variables, the governing partial differential equations including continuity, momentum, energy, and concentration have been reduced to ordinary ones and solved by using...
متن کاملComparison of Three Different Slip Meters under Various Contaminated Conditions
OBJECTIVES To challenge the problem of slipperiness, various slipmeters have been developed to assess slip hazard. The performance of in-situ slipmeter is, however, still unclear under the various floor conditions. The main objectives of this study were to evaluate the performance of three kinds of slipmeters under real conditions, and to find their dynamic and kinematic characteristics, which ...
متن کاملFlow of Electrorheological Fluid under Conditions of Slip on the Boundary
Electrorheological fluids are smart materials that are concentrated suspensions of polarizable particles in a nonconducting dielectric liquid. In moderately large electric fields the particles form chains along the field lines and these chains then aggregate into the form of columns. These chainlike and columnar structures yield dramatic changes in the rheological properties of the suspensions....
متن کاملFlow of Electrorheological Fluids under the Conditions of Slip on the Boundary
We derive general conditions of slip of a fluid on the boundary. Under these conditions the velocity of the fluid on the immovable boundary is a function of the normal and tangential components of the force acting on the surface of the fluid. A problem on stationary flow of an electrorheological fluid in which the terms of slip are specified on one part of the boundary and surface forces are gi...
متن کاملSlip boundary conditions for shear flow of polymer melts past atomically flat surfaces.
Molecular dynamics simulations are carried out to investigate the dynamic behavior of the slip length in thin polymer films confined between atomically smooth thermal surfaces. For weak wall-fluid interactions, the shear rate dependence of the slip length acquires a distinct local minimum followed by a rapid growth at higher shear rates. With increasing fluid density, the position of the local ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Rock Mechanics and Rock Engineering
سال: 2021
ISSN: ['0723-2632', '1434-453X']
DOI: https://doi.org/10.1007/s00603-021-02689-4