Fluid Initiation of Fracture in Dry and Water Saturated Rocks

• Published in: Izvestiya. Physics of the solid earth Vol. 56; no. 6; pp. 808 - 826
• Main Authors: Smirnov, V. B., Ponomarev, A. V., Isaeva, A. V., Bondarenko, N. B., Patonin, A. V., Kaznacheev, P. A., Stroganova, S. M., Potanina, M. G., Chadha, R. K., Arora, K.
• Format: Journal Article
• Language: English
• Published: Moscow Pleiades Publishing 01.11.2020; Springer Nature B.V
• Subjects: Acoustic emission; Amplitudes; Compression; Crack initiation; Cracking (fracturing); Earth and Environmental Science; Earth Sciences; Fluid injection; Fluid pressure; Geophysical observatories; Geophysics/Geodesy; Granite; Growth rate; Heating and cooling; Injection; Laboratories; Load distribution; Loading rate; Massifs; Permeability; Physics; Pore pressure; Porosity; Rock; Rocks; Sandstone; Sediment samples; Strain rate; Theoretical analysis; Ultimate tensile strength; Water; Water injection; acoustic emission; fluid initiation; Buffalo sandstone
• ISSN: 1069-3513; 1555-6506
• DOI: 10.1134/S1069351320060099

—We present the results of the laboratory studies on fluid initiated fracture in the samples of porous-fractured rocks that have been initially saturated with a pressure-injected fluid and then tested under increasing fluid pressure in saturated rocks. The tests were conducted at the Geophysical observatory “Borok” of Schmidt Institute of Physics of the Earth of the Russian Academy of Sciences. The laboratory is equipped with electrohydraulic press INOVA-1000. The experiments were conducted on the rock samples with substantially different porosity. The tested samples were made of Buffalo sandstones, granites from the well drilled in a seismically active region and of granites from the well in the Voronezh crystalline massif. The permeability of granite samples was varied by their controlled artificial cracking by successive heating and cooling. The experimental procedure was set up in the following way. A preliminarily dried sample was initially subjected to uniaxial loading in uniform compression (confining pressure). Loading was performed at a constant strain rate until the moment when the growth rate of acoustic emission (AE) activity began to accelerate which indicated that the stress level approaches ultimate strength. Since that, the loading rate was decreased by an order of magnitude, and water was infused into a sample from its top face. The bottom end of a sample was tightly sealed and impermeable to water. After this, the pore pressure in the sample that had got saturated with water to that moment was raised in steps whose amplitudes were varied. The obtained results of the laboratory studies show that the character and intensity of fluid initiation of fracture markedly differ under primary fluid injection into the porous-fractured samples and under the subsequent increases of the pore pressure in the saturated samples. The time delay of acoustic response relative to fluid initiation and the amplitude of the response proved to be larger in the case of water injection into dry samples than in the case of raising the pore pressure in saturated samples. The AE response to the decrease in the pore pressure was also detected in the experiments. The theoretical analysis of fluid propagation in a pore space of an air-filled sample in the model with piston-type air displacement has shown that in the case of water injection into a dry sample, the fluid pressure front propagates more slowly than in the saturated sample.