- Conference Article
- 10.56952/igs-2025-0315
Hydraulic fracture design based on anisotropic stress model for a tight oil reservoir
- Nov 18, 2025
- Gadilya Abdurakhmanova + 4 more +4
A comprehensive study of the effect of elastic anisotropy on hydraulic fracturing was conducted in tight sandstone reservoir of Field X. The main goal of the research was to identify the most effective hydraulic fracturing technology to enhance production and mitigate risks of increased water cut in tight reservoir. The reservoir comprises several hydro-dynamically isolated zones (tight sandstones; permeability is less than 0.3 mD). Sandstones are isolated by a highly laminated and anisotropic shale layer, which plays a major role in hydraulic fracture design. A lack of information about shale anisotropy may result in underestimation of stress barriers and subsequent errors in fracture geometry modeling. In order to understand the evolution of fracture growth and, as a consequence, define an appropriate fracturing technology, an anisotropy analysis was performed. The model of shale anisotropy was based on cross-dipole acoustic data and core measurements of elastic static and dynamic properties. To validate the geomechanical model and fracture geometry, a geophysical survey was performed before and after fracturing. A comprehensive well study included sonic logging data in the open hole before and after hydraulic stimulation, thermometry after mini-fracturing and after the main stage of hydraulic fracturing, pulsed neutron gamma ray imaging (NRT—non-radioactive proppant), and a complex study of VTI anisotropy. Based on measurements during the diagnostic fracture injection test (DFIT) and fracture calibration test (FCT), the minimum stress and fracture geometry were validated. Strong anisotropy in the shale layer leads to high minimum horizontal stress, and as a result, the fracture is placed in one zone and doesn’t propagate through the shale layer. The modeled fracture geometry is in good agreement with geophysical measurements of fracture height. In addition, changes in fracture width due to the influence of hoop stresses and reduction of bottomhole pressure was estimated. An aggressive reduction in bottomhole pressure has a negative effect on fracture width nearby the borehole. A model to estimate this effect was developed in this study.
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