This website uses cookies. You have the possibility to transfer personal data on this website. Your website visit can be evaluated by external companies. Find out more in our privacy policy.

 

Compressibility test

This test determines the pore volume compressibility of a rock sample under reservoir condition. The constant stress σ1 simulates the overburden while the radial stress σ3 is controlled in such a way that the radial deformation of the sample is zero throughout the test (uniaxial strain test). A pore pressure is injected and then varied e.g. to simulate the depletion of the reservoir.

The axial deformation of the samples gives the bulk volume change while the squeeze out of the pore fluid gives the pore volume change. Variations of this procedure like testing under a hydrostatic stress condition are also applicable.

The test can be carried out with saturated samples (water, brine, oil) from ambient conditions up to a temperature of 150°C and an operating pressure of up to 140 MPa (σ2 = σ3). Sample dimensions applied so far are length : diameter = 2:1 with specimen diameters of 1” to 2”.

 

Experimental setup
test σ1 σ3 ε1 ε3 Pp measured
pore pressure variation constant f(ε3) ≠ 0 = 0 variable Δl
at prevented lateral strain variable free constant

 

Example for a three-cycle test path
A A A
                                Login
 

News

Gesteinslabor publishes its first webinar

Gesteinslabor is contributing to the educational program of AAPG and has just published a webinar about geothermal energy.

Read more …

Gesteinslabor at AAPG's ERC in Vienna

Also in 2019 Gesteinslabor is contributing to the wide variety of AAPG's conferences.

Read more …

DGMK Spring Meeting 2019

Also in 2019 Gesteinslabor will be present at the DGMK Spring Meeting in Celle (25-26/04).

Read more …

AAPG interview

Invited by AAPG's director of innovation & emerging science and technology Susan Nash, Carlo Dietl from Gesteinslabor shares his ideas about geothermal energy and its future in this Learn! Blog interview.

Read more …