This website uses cookies. You have the possibility to transfer personal data on this website. Find out more in our privacy policy.

 

Biot coefficient

α is basically a function of the quotient of the drained bulk modulus Kb and the bulk modulus of solid grain only Kg:

α = 1 - Kb/Kg     0 ≤ α ≤ 1 (Biot 1962).

Incorporation of the Biot coefficient considers the pore pressure influence on the effective stress: A solid rock without pore space such as a quartzite has an α » 0 and shows consequently no pore pressure influence. Weak and porous rocks have α » 1 and display, therefore, the maximum pore pressure influence (Zoback 2007).

Bulk modulus

K describes the stiffness of a rock in hydrostatic compression (Zoback 2007). It is expressed as the change of the confining pressure acting on a rock specimen dP in relation to the thereby caused volume change dV/C:

K = (dP/dV)*V.

The compressibility is the reciprocal bulk modulus K-1.

Capillary threshold pressure

Pcc is the pressure difference between the injected gas phase and the water phase in the caprock. This pressure is needed to overcome the capillary forces to initiate a flow into the caprock (Egermann et al. 2006).

Coefficient of internal friction

µ is the tangent of the angle of (internal) friction φ

µ = tanφ

and to this effect a material constant which describes the break angle with the main principle (compressive) stress σ1 in response to its (diagenetic) compaction, grain size and mineralogical composition. As a rule of thumb applies: loose and/or fine grained rocks which consist mainly of platy minerals (poorly consolidated sandstone, clay- and siltstone, shale and schist) have a lower µ (generally in the range of 0.25, φ » 15°) than hard, coarse grained rocks composed of subangular to well-rounded grains (e.g. a silica cemented, coarse grained, mature sandstone with µ approximately 0.6, φ » 30°).

Cohesion

σ0 is the shear strength of a rock at the absence of normal stress (σn = 0 MPa) caused by the adhesive forces of the mineral grains.

A A A
                                Login
 

News

Tests results for the first deep borehole Bülach are now published on NAGRA's website

In September 2019 the Swiss National Cooperative for the Disposal of Radioactive Waste (NAGRA) commisioned Gesteinslabor with UCS, Brazilian and triaxial tests on neighbouring rocks of the Opalinus Clay - the rock which will host Switzerland's future facilities for nuclear waste disposal.

Read more …

Gesteinslabor receives funding grant for the development of a novel test rig to determine capillary threshold pressure with hydrogen

Gesteinslabor receives funding from BMWi for the development of a new test rig. With this funding, our company will open up a new business field in renewable energies by implementing an innovative technology to determine the capillary threshold pressure with hydrogen on cap rock of underground gas storage facilities.

Read more …