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

 

Residual strength

The resistance of a rock (or mineral compound) to slide on a fracture plane established during failure (see uniaxial compressive strength). The value is determined at the end of an unconfined compressive strength test or triaxial test by allowing the test plug to slide on the already established fracture plane until equilibrium is reached. As for UCS the residual strength is best determined by a series of single stage tests or by one multistage tests, where he results from different confining pressure levels are used to calculate residual strength at unconfined conditions.

S wave

It is also known as shear wave, secondary wave, transversal wave. During a seismic event S waves lead to particle movement perpendicular to the direction of wave propagation, consequently, a rock body is sheared transversally. Since fluids cannot be sheared they occur only in solids. From the lack of shear waves in the Earth’s outer core we know that it consists of molten iron (whose rotational motion probably is responsible for the Earth’s magnetic field). S waves travel slower than P waves (therefore they are named secondary waves), but faster than surface waves. Within an isotropic medium the velocity of S waves vs is given by:

vs =0.5*[E/{2*ρ*(1-ν)}]

with E as Young’s modulus, ν as the Poisson’s ratio and ρ as density.

S waves polarize into two orthogonal components of differing velocities (so-called shear wave splitting): a horizontal SH wave and a vertical SV wave due to the alignment of fluid-filled pore space. Shear wave splitting is regarded as a measure in earthquake prediction and as a tool for modelling crude oil recovery (e.g. Crampin & Gao 2006). The velocity difference between SH and SV gives information about the stress state in the crust and the probability of seismic failure or wellbore stability.

Shear modulus

G describes the relation between an applied shear stress S13 to the resulting shear strain ε13 and is expressed as:

 G = 0.5(S13/ε13) (Zoback 2007).

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 …