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Influence of Super-Critical CO2 on the Strength and Fracture Behavior of Brine-Saturated Sandstone Specimens

  • 12.08.2019
  • Original Paper
Erschienen in:

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Abstract

The mechanical behavior of rock is one of the most important parameters to evaluate the potential for geological carbon dioxide (CO2) sequestration (GCS); therefore, the study of rock strength evolution and fracture behavior after CO2 injection is helpful in the long-term stability and safety of GCS engineering. In this study, uniaxial compression, Brazilian splitting and fracture tests were carried out on sandstone specimens with brine saturation or brine-super critical CO2 (scCO2) co-saturation. The influences of brine salinity and scCO2 injection on the uniaxial compressive strength (UCS), Brazilian tensile strength (BTS) and fracture toughness of sandstone were investigated. The experimental results showed that the UCS, BTS and fracture toughness of brine-saturated sandstone increased with increasing NaCl concentration but decreased after scCO2 injection. Furthermore, increments in the elastic modulus and average stiffness of brine-scCO2 co-saturated sandstone were observed relative to those under brine saturation. To investigate the change of mineral composition and micro structure during brine immersion and scCO2 injection, X-ray diffraction analysis, scanning electron microscopic observation and mercury intrusion porosimetry test were performed. Composition changes and dissolution of quartz were not observed, but many micro pores were created after scCO2 injection, thus increasing the porosity and reducing strength and fracture toughness. Finally, the mechanism of brine-scCO2 saturation in altering mechanical properties was discussed. These experimental results are expected to increase the understanding of the mechanical response of rock after scCO2 injection in deep saline aquifers.

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Titel
Influence of Super-Critical CO2 on the Strength and Fracture Behavior of Brine-Saturated Sandstone Specimens
Verfasst von
Yan-Hua Huang
Sheng-Qi Yang
Wen-Ping Li
Matthew R. Hall
Publikationsdatum
12.08.2019
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 2/2020
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-019-01933-2
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