Ultrasonic and X-ray computed tomography characterization of progressive fracture damage in low-porous carbonate rocks

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Título: Ultrasonic and X-ray computed tomography characterization of progressive fracture damage in low-porous carbonate rocks
Autor/es: Martínez Martínez, Javier | Fusi, Nicoletta | Galiana-Merino, Juan José | Benavente, David | Crosta, Giovanni Battista
Grupo/s de investigación o GITE: Petrología Aplicada | Sismología-Riesgo Sísmico y Procesado de la Señal en Fenómenos Naturales
Centro, Departamento o Servicio: Universidad de Alicante. Departamento de Ciencias de la Tierra y del Medio Ambiente | Universidad de Alicante. Departamento de Física, Ingeniería de Sistemas y Teoría de la Señal
Palabras clave: Damage evolution | Crack initiation stress | Crack propagation | Uniaxial compression test | Limestone | Marble
Área/s de conocimiento: Petrología y Geoquímica | Teoría de la Señal y Comunicaciones
Fecha de publicación: 18-ene-2016
Editor: Elsevier
Cita bibliográfica: Engineering Geology. 2016, 200: 47-57. doi:10.1016/j.enggeo.2015.11.009
Resumen: This paper studies the fracturing process in low-porous rocks during uniaxial compressive tests considering the original defects and the new mechanical cracks in the material. For this purpose, five different kinds of rocks have been chosen with carbonate mineralogy and low porosity (lower than 2%). The characterization of the fracture damage is carried out using three different techniques: ultrasounds, mercury porosimetry and X-ray computed tomography. The proposed methodology allows quantifying the evolution of the porous system as well as studying the location of new cracks in the rock samples. Intercrystalline porosity (the smallest pores with pore radius < 1 μm) shows a limited development during loading, disappearing rapidly from the porosimetry curves and it is directly related to the initial plastic behaviour in the stress–strain patterns. However, the biggest pores (corresponding to the cracks) suffer a continuous enlargement until the unstable propagation of fractures. The measured crack initiation stress varies between 0.25 σp and 0.50 σp for marbles and between 0.50 σp and 0.85 σp for micrite limestone. The unstable propagation of cracks is assumed to occur very close to the peak strength. Crack propagation through the sample is completely independent of pre-existing defects (porous bands, stylolites, fractures and veins). The ultrasonic response in the time-domain is less sensitive to the fracture damage than the frequency-domain. P-wave velocity increases during loading test until the beginning of the unstable crack propagation. This increase is higher for marbles (between 15% and 30% from initial vp values) and lower for micrite limestones (between 5% and 10%). When the mechanical cracks propagate unstably, the velocity stops to increase and decreases only when rock damage is very high. Frequency analysis of the ultrasonic signals shows clear changes during the loading process. The spectrum of treated waveforms shows two main frequency peaks centred at low (~ 20 kHz) and high (~ 35 kHz) values. When new fractures appear and grow the amplitude of the high-frequency peak decreases, while that of the low-frequency peak increases. Besides, a slight frequency shift is observed towards higher frequencies.
URI: http://hdl.handle.net/10045/52019
ISSN: 0013-7952 (Print) | 1872-6917 (Online)
DOI: 10.1016/j.enggeo.2015.11.009
Idioma: eng
Tipo: info:eu-repo/semantics/article
Derechos: © 2015 Elsevier B.V.
Revisión científica: si
Versión del editor: http://dx.doi.org/10.1016/j.enggeo.2015.11.009
Aparece en las colecciones:INV - PETRA - Artículos de Revistas
INV - GIRS - Artículos de Revistas

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