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).
News
With the recent acquisition of the state-of-the-art DIL 502 Expedis® Select thermal dilatometer from Netzsch, we are expanding our capabilities for the precise analysis of the thermal properties of rocks and mineral materials. We are now able to determine the coefficient of thermal expansion in accordance with DIN EN 14581:2004, ASTM D4535-13e1. (2013) or using a measurement program specifically tailored to the customer’s needs (for more information, see Thermal Dilatometer).
The project, which was funded by the Free State of Thuringia, was co-financed by the European Union through the European Regional Development Fund (EFRE).

This year’s EAGE GET Conference and Exhibition is taking place in Germany:
Gesteinslabor Dr. Eberhard Jahns will again be taking part as an exhibitor this year. From 2 to 6 November 2026, you can find us at Stand 31 at the HCC in Hannover.
We would be delighted to welcome you to our stand.

Gesteinslabor Dr. Eberhard Jahns is project and research partner within the HENRI (Hydrogen Energy Reservoir) project.
Our main focus is on determining the impact of H2 on the cap rock. Besides other parameters, we measure the capillary threshold pressure using various gases and gas mixtures of hydrogen and methane.
Results were presented at the third HENRI conference in Bratislava in September 2025
We are pleased to be part of the Dutch subsurface research for geothermal heat SCAN.
Further information can be found on the official homepage:
https://scanaardwarmte.nl/english/



