Insight into the geotechnical laboratory - rock mechanics
The geotechnical laboratory
The Department of Engineering Geology and Hydrogeology has a geotechnical laboratory which is used for a variety of purposes. The laboratory work takes place in two sections and serves teaching and research in the field of soil and rock mechanics.
Teaching includes internships and the supervision of bachelor and master students.With the help of various experiments the following soil-physical characteristics can be determined according to DIN/ ISO:
- Water content
- Grain size distribution by sieving
- Particle size distribution by slurry analysis
- Grain density
- yield and roll-out limit
- Shrink limit
- Water absorption capacity
- Lime content
- Loss on ignition
- Compaction behaviour according to Proctor
- Compression behaviour with impeded lateral expansion
- Shear Strength
Apart from teaching activities, the laboratory is used for conducting geotechnical experiments in various research projects - often involving students in the context of final theses. In the following three projects will be presented as examples to give a clear impression of the laboratory activities.
Hydromechanical characterisation of the Opalinus Clay
Opalinus clay represents a promising lithological formation for the final disposal of radioactive waste. In the geotechnical laboratory of LIH the hydromechanical behaviour of corresponding clay samples is investigated in triaxial compression tests (axial load: 100 kN, restraint up to 30 MPa). In the two cells of the device, the samples can be isostatically saturated and consolidated and then sheared off under the test frame at very low deformation rates.
Direct shear tests on 3D-printed specimens
Modern 3D printing techniques enable the production of sandstone-analogue specimens with defined and highly reproducible properties and (fracture) geometries. By means of direct shear tests (100kN) on such specimens, the influence of different parameters on the shear strength can be investigated in a much more isolated way than is possible with natural specimens.
Soil liquefaction in landslide deposits
In a further laboratory experiment, the pore pressure development in landslide deposits during subsequent events will be investigated under undrained as well as drained conditions. For this experiment, a plexiglass box was built in which the soil sample is fully saturated before the experiment begins. In order to simulate the impact of a landslide on the debris deposits at the foot of the slope, a second volume of soil is dropped into the Plexiglas box from above using a funnel. Sensors positioned on the sides of the box continuously record the pore pressure in the sediment.
The LIH has extensive equipment for carrying out experiments in the laboratory and on site:
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