Static and Dynamic Mechanical Responses of Organic Shales Under Combined Temperature and Confining Pressure Conditions

Laidong Hu¹Xuguang Dong¹Xiaoyang Wang¹Yang Wang^2*

• ¹SINOPEC Geophysical Corporation, Beijing, China
• ²SINOPEC Geophysical Research Institute, Nanjing, China

Rocks are subjected to pressure and temperature underground. In situ mechanical properties of organic shales are of principal importance in unconventional reservoir exploration and production, CO2 sequestration, and geothermal energy exploitation. To better understand the combined effects of temperature and confining pressure on anisotropic mechanical properties, we perform a series of triaxial tests on two pairs of organic shales at temperatures ranging from 25 to 105 ℃and confining pressures varying from 5 to 45 MPa. Both static and dynamic mechanical properties (Young's modulus and Poisson's ratio) are investigated. The experimental results suggest that the increasing confining pressure and temperature increase and decrease dynamic Young's moduli, respectively, but jointly increase the apparent static Young's moduli. The temperature effect on dynamic properties is weakened while that on static properties is enhanced by the increasing confining pressure. In contrast, an increase in temperature enhances confining pressure effects on both dynamic and static properties. Additionally, due to the existence of bedding planes, compaction and thermal expansion caused by the increasing confining pressure and temperature are anisotropic. With increased confining pressure, the anisotropy of dynamic properties decreases while that of static properties increases, with a tendency to approach each other at the maximum confining pressure. However, the anisotropy evolution of dynamic and static properties tends to diverge from each other with the increasing temperature. Moreover, although dynamic properties are characteristically greater than static ones, the correlation coefficients between dynamic and static Young's moduli are highly affected by the applied confining pressure and temperature. Ignoring either effect would result in an overestimation of the correlation coefficient. The findings innovatively provide a way to jointly evaluate temperature and confining pressure effects on dynamic-static correlations in anisotropic shales, however, limited samples and measurement constraints might create limitations in geoengineering applications.