TY - JOUR
T1 - Time-Lapse Biogeomechanical Modified Properties of Ultra-Low Permeability Reservoirs
AU - Kolawole, Oladoyin
AU - Ispas, Ion
AU - Kumar, Mallika
AU - Weber, Joachim
AU - Zhao, Bo
N1 - Funding Information:
The microbial culturing and core cultivation experiments were performed at the Department of Chemistry & Biochemistry, Texas Tech University. The X-Ray Diffraction analyses were performed at the Clay Mineralogy Laboratory, Department of Geosciences, Texas Tech University. The Scanning Electron Microscopy (SEM) presented in this study was performed at the College of Arts & Sciences Microscopy (CASM), Texas Tech University. No external funding was provided for this study. We also want to thank the anonymous reviewers for their insightful comments that helped us to improve the quality of our manuscript.
Publisher Copyright:
© 2021, The Author(s), under exclusive licence to Springer-Verlag GmbH, AT part of Springer Nature.
PY - 2021/6
Y1 - 2021/6
N2 - This study introduces “biogeomechanics”, an emerging field of geotechnics, as a resourceful approach in assessing the impact of biological processes on the mechanical properties and behavior of geomaterials. Here, we investigated the localized and bulk mechanical properties and behavior due to interaction between microbes and ultra-low permeability reservoirs, using 2 types (containing artificially-induced and/or pre-existing natural fractures) of shale rock specimens; and 2 distinct microbial strains. We treated and cultivated the core specimens with the bacteria strains at distinct temperature, time, and growth conditions. Subsequently, we measured the near-term and long-term mechanical properties of the shale rock specimens impacted by the two distinct microbes. Our results indicated that over time, microbial actions on Eagle Ford and Marcellus shale rocks can: (1.) Enhance the localized (+ 10% unconfined compressive strength, − 18% Poisson’s ratio, + 25% scratch toughness) and bulk (+ 43% unconfined compressive strength, − 13% Poisson’s ratio) mechanical integrity; or (2.) Weaken the localized (− 20% unconfined compressive strength, + 25% Poisson’s ratio, -13% scratch toughness) mechanical integrity. Our findings in this study provide a novel insight into the temporal localized and bulk mechanical responses of ultra-low permeability formations with high heterogeneity, impacted by biological processes.
AB - This study introduces “biogeomechanics”, an emerging field of geotechnics, as a resourceful approach in assessing the impact of biological processes on the mechanical properties and behavior of geomaterials. Here, we investigated the localized and bulk mechanical properties and behavior due to interaction between microbes and ultra-low permeability reservoirs, using 2 types (containing artificially-induced and/or pre-existing natural fractures) of shale rock specimens; and 2 distinct microbial strains. We treated and cultivated the core specimens with the bacteria strains at distinct temperature, time, and growth conditions. Subsequently, we measured the near-term and long-term mechanical properties of the shale rock specimens impacted by the two distinct microbes. Our results indicated that over time, microbial actions on Eagle Ford and Marcellus shale rocks can: (1.) Enhance the localized (+ 10% unconfined compressive strength, − 18% Poisson’s ratio, + 25% scratch toughness) and bulk (+ 43% unconfined compressive strength, − 13% Poisson’s ratio) mechanical integrity; or (2.) Weaken the localized (− 20% unconfined compressive strength, + 25% Poisson’s ratio, -13% scratch toughness) mechanical integrity. Our findings in this study provide a novel insight into the temporal localized and bulk mechanical responses of ultra-low permeability formations with high heterogeneity, impacted by biological processes.
KW - Biogeomechanics
KW - Clostridium acetobutylicum
KW - Geomechanics
KW - Microbes
KW - Shales
KW - Sporosarcina pasteurii
KW - Unconventional
UR - http://www.scopus.com/inward/record.url?scp=85099621197&partnerID=8YFLogxK
U2 - 10.1007/s00603-021-02410-5
DO - 10.1007/s00603-021-02410-5
M3 - Article
AN - SCOPUS:85099621197
SN - 0723-2632
VL - 54
SP - 2615
EP - 2641
JO - Rock Mechanics and Rock Engineering
JF - Rock Mechanics and Rock Engineering
IS - 6
ER -