Mechanical properties of sandstone under hydro-mechanical coupling

Autor: Tan Tao, Zhao Yanlin, Zhao Xun, Chang Le, Ren Sheng
Jazyk: angličtina
Rok vydání: 2022
Předmět:
Zdroj: Applied Rheology, Vol 32, Iss 1, Pp 8-21 (2022)
Druh dokumentu: article
ISSN: 1617-8106
DOI: 10.1515/arh-2022-0120
Popis: Study of mechanical properties of rock under hydro-mechanical coupling. The MTS815 rock mechanics system is used to perform triaxial compression tests of water-saturated sandstones under different confining pressures and pore water pressures. The results show that the peak deviation stress and its corresponding axial strain, residual deviation stress, initial deviation stress of dilation and deformation modulus of water-saturated sandstone are related to pore water pressure and confining pressure. They decrease with the increase of pore water pressure and increase with the increase of confining pressure. Poisson’s ratio and angle of rupture of water-saturated sandstone increase with pore water pressure. Based on the effective stress principle and Mohr–Coulomb criterion, the effective cohesion and effective residual cohesion of sandstone are 11.49 and 3.13 MPa, respectively, and the effective angle of internal friction and effective residual angle of internal friction are 38.32° and 25.32°, respectively. In addition, according to the variation relationship of sandstone strength, the relative strength criterion of sandstone under hydro-mechanical coupling is established.
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