The granular and polymer composite nature of kerogen-rich shale

Journal Article · Fri Feb 05 00:00:00 EST 2016 · Acta Geotechnica

DOI:https://doi.org/10.1007/s11440-016-0435-y· OSTI ID:1455440

Abousleiman, Y. N. ^[1]; Hull, K. L. ^[2]; Han, Y. ^[2]; Al-Muntasheri, G. ^[2]; Hosemann, P. ^[3]; Parker, S. ^[3]; Howard, C. B. ^[3]

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1. The Univ. of Oklahoma, Norman, OK (United States); UC Berkeley
2. Aramco Services Company: Aramco Research Center - Houston, Houston, TX (United States)
3. Univ. of California, Berkeley, CA (United States)

In the past decade, mechanical, physical, and chemical characterization of reservoir shale rocks, such as the Woodford shale, which is kerogen-rich shale (KRS), has moved toward micro- and nanoscale testing and analyses. Nanoindentation equipment is now widely used in many industrial and university laboratories to measure shale anisotropic Young’s moduli, kerogen stiffness, plastic yield parameters, and other isotropic and anisotropic poromechanical and viscoelastic properties. However, to date, failure analyses of KRS and the effects of organic components on the tensile strength have not been observed or measured at the micro- or nanoscales. In this study, preserved kerogen-rich Woodford shale samples manufactured in micro-beam and micro-pillar geometries were mechanically tested and brought to failure in tension and compression, respectively. These tests were conducted in situ using a nanoindenter inside a scanning electron microscope (SEM). The load versus displacement curves of prismatic micro-cantilever beams were analyzed in light of high-resolution images collected during tensile fracture initiation, propagation, and ultimately sample failure. The micro-pillar geometries were subjected to a uniaxial compressive load and were also brought to failure while capturing measurements of stress and strain. It was found that, within just a few hundred microns of the KRS microcantilever beams, both brittle and ductile failure modes were observed. In the ductile plastic domain, strain-softening and strain-hardening behaviors were identified and characterized. These were not due to confining stress variations, but due to the volume of the organic matter and the way it is interlaced with the shale minerals in and around the failure planes. The tensile strength characteristics and the large modulus of toughness of kerogen, which is a cross-linked polymer, definitely weigh heavily in our engineering field applications, such as hydraulic fracking, which is a Mode I tensile fracture opening and propagation phenomenon. This practice demands that, due to the complex composite nature of KRS, mechanical characterization be not only for unconfined compressive strength but also for unconfined tensile strength and moduli of ruptures. At the end of this study, the need for nanometer scale mechanical characterization of KRS will become apparent. Furthermore, these nano- and micro-scale shale failure tests reinforce our previous understanding of the heterogeneous composite nature of Woodford KRS and its complex behavior, as well as other source shale reservoir formations.

• Research Organization: Univ. of California, Berkeley, CA (United States)
• Sponsoring Organization: USDOE National Nuclear Security Administration (NNSA)
• Grant/Contract Number: NA0003180
• OSTI ID: 1455440
• Journal Information: Acta Geotechnica, Journal Name: Acta Geotechnica Journal Issue: 3 Vol. 11; ISSN 1861-1125
• Publisher: Springer
• Country of Publication: United States
• Language: English

Related Subjects

58 GEOSCIENCES
Cantilever beams
Gas shale
Nano-/micro-failures
Pillars