Effect of the volume of the drainage system on the measurement of undrained thermo-poro-elastic parameters

Details Effect of the volume of the drainage system on the measurement of undrained thermo-poro-elastic parameters Effect of the volume of the drainage system on the measurement of undrained thermo-poro-elastic parameters

2009-03-16

arxiv.org/abs/0903.2748v1

Physics

Geophysics

International Journal of Rock Mechanics and Mining Sciences (2009) in press

Scientific paper

10.1016/j.ijrmms.2009.03.001

For evaluation of the undrained thermo-poro-elastic properties of saturated porous materials in conventional triaxial cells, it is important to take into account the effect of the dead volume of the drainage system. The compressibility and the thermal expansion of the drainage system along with the dead volume of the fluid filling this system, influence the measured pore pressure and volumetric strain during an undrained thermal or mechanical loading in a triaxial cell. The correction methods previously presented by Wissa (1969), Bishop (1976) and Ghabezloo and Sulem (2009) only permit to correct the measured pore pressures during an undrained isotropic compression test or an undrained heating test. An extension of these methods is presented in this paper to correct also the measured volumetric strain and consequently the measured undrained bulk compressibility and undrained thermal expansion coefficients during these tests. Two examples of application of the proposed correction method are presented on the results of an undrained isotropic compression test and an undrained heating test performed on a fluid-saturated granular rock. A parametric study has demonstrated that the porosity and the drained compressibility of the tested material, and the ratio of the volume of the drainage system to the one of the tested sample are the key parameters which influence the most the error induced on the measurements by the drainage system.

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