A review of techniques for measuring the biot coefficient and other effective stress parameters for fluid-saturated rocks
HA Kasani, APS Selvadurai - Applied …, 2023 - asmedigitalcollection.asme.org
Predicting the behavior of a saturated rock with variations in pore fluid pressure during geo-
energy production and storage, deep geological disposal of nuclear wastes, etc. with …
energy production and storage, deep geological disposal of nuclear wastes, etc. with …
Effective-stress coefficients of porous rocks involving shocks and loading/unloading hysteresis
F Civan - SPE Journal, 2021 - onepetro.org
A critical review, examination, and clarification of the various issues and problems
concerning the definition and dependence of the effective‐stress coefficients of porous‐rock …
concerning the definition and dependence of the effective‐stress coefficients of porous‐rock …
Can 3-D printed gypsum samples replicate natural rocks? An experimental study
Abstract 3D printing is an emerging technology which can offer valuable insight into rock
characterization and theoretical model verification due to the sample reproducibility. Also, it …
characterization and theoretical model verification due to the sample reproducibility. Also, it …
Microstructure characteristics and fractal analysis of 3D-printed sandstone using micro-CT and SEM-EDS
Replicating sedimentary rocks using three-dimensional (3D) printing can support routine
reservoir rock analysis in petrophysical and geomechanical experiments, which is done …
reservoir rock analysis in petrophysical and geomechanical experiments, which is done …
Multifractal characteristics of MIP-based pore size distribution of 3D-printed powder-based rocks: a study of post-processing effect
Abstract 3D printing technology offers an innovative approach to manufacture rock samples
with controlled properties. However, in this process, pore structure is one of the major …
with controlled properties. However, in this process, pore structure is one of the major …
Thermodynamic characterization of chemical damage in variably saturated water-active shales
MAQ Siddiqui, H Roshan - Rock Mechanics and Rock Engineering, 2022 - Springer
A constitutive framework is developed for variably saturated water-active swelling rocks
undergoing chemical damage using modified mixture theory and continuum damage …
undergoing chemical damage using modified mixture theory and continuum damage …
An artificially intelligent technique to generate synthetic geomechanical well logs for the bakken formation
G Parapuram, M Mokhtari, J Ben Hmida - Energies, 2018 - mdpi.com
Artificially intelligent and predictive modelling of geomechanical properties is performed by
creating supervised machine learning data models utilizing artificial neural networks (ANN) …
creating supervised machine learning data models utilizing artificial neural networks (ANN) …
Rock physics model-based investigation on the relationship between static and dynamic Biot's coefficients in carbonate rocks
M Azadpour, A Javaherian, MR Saberi… - Journal of Petroleum …, 2022 - Elsevier
Biot's coefficient is an essential factor for estimating reliable-effective stress and an efficient
tool in understanding the rock's response to pressure and stress changes. This coefficient is …
tool in understanding the rock's response to pressure and stress changes. This coefficient is …
Rapid Measurement of Biot's Effective Stress Coefficient for Oil Well Cements with Application to Well Integrity
Cement is a poroelastic material rather than elastic material. Early researchers have
measured the strengths and elastic properties of oil well cement, but Biot's effective stress …
measured the strengths and elastic properties of oil well cement, but Biot's effective stress …
Developing correlations for velocity models in vertical transverse isotropic media: Bakken case study
The vertical and horizontal mechanical properties of a Vertically Transverse Isotropic (VTI)
medium can be obtained from five stiffness coefficients (C 33, C 44, C 66, C 13 and C 12) …
medium can be obtained from five stiffness coefficients (C 33, C 44, C 66, C 13 and C 12) …