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Erschienen in: Rock Mechanics and Rock Engineering 6/2015

29.09.2015 | Original Paper

Stress-Induced Fracturing of Reservoir Rocks: Acoustic Monitoring and μCT Image Analysis

verfasst von: Srutarshi Pradhan, Anna M. Stroisz, Erling Fjær, Jørn F. Stenebråten, Hans K. Lund, Eyvind F. Sønstebø

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 6/2015

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Abstract

Stress-induced fracturing in reservoir rocks is an important issue for the petroleum industry. While productivity can be enhanced by a controlled fracturing operation, it can trigger borehole instability problems by reactivating existing fractures/faults in a reservoir. However, safe fracturing can improve the quality of operations during CO2 storage, geothermal installation and gas production at and from the reservoir rocks. Therefore, understanding the fracturing behavior of different types of reservoir rocks is a basic need for planning field operations toward these activities. In our study, stress-induced fracturing of rock samples has been monitored by acoustic emission (AE) and post-experiment computer tomography (CT) scans. We have used hollow cylinder cores of sandstones and chalks, which are representatives of reservoir rocks. The fracture-triggering stress has been measured for different rocks and compared with theoretical estimates. The population of AE events shows the location of main fracture arms which is in a good agreement with post-test CT image analysis, and the fracture patterns inside the samples are visualized through 3D image reconstructions. The amplitudes and energies of acoustic events clearly indicate initiation and propagation of the main fractures. Time evolution of the radial strain measured in the fracturing tests will later be compared to model predictions of fracture size.

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Metadaten
Titel
Stress-Induced Fracturing of Reservoir Rocks: Acoustic Monitoring and μCT Image Analysis
verfasst von
Srutarshi Pradhan
Anna M. Stroisz
Erling Fjær
Jørn F. Stenebråten
Hans K. Lund
Eyvind F. Sønstebø
Publikationsdatum
29.09.2015
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 6/2015
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-015-0853-4

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