Introduction
Motivation
State of the art: (semi-) analytical solutions
State of the art: numerical methods
FFS simulation approach
Required functionality
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Keep it physical motivated, no fitting parameters
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Geometry of surface, basic rock parameters and boundary conditions of laboratory test as input
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Calculation of whole shear stress–displacements curves
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Calculation of dilatation
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Calculation of CNS tests (CNL tests are obtained by setting the normal stiffness of the loading system K = 0, refer to Fig. 3)
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Graphical user interface
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Implementation for standard PC
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Moderate simulation time (about 1 h)
Calculation scheme
Direct shear tests: lab testing
Feature | Value | Unit |
---|---|---|
Max. normal force | 1000 | kN |
Max. shear force | 50 | mm |
Min. shear velocity | 1e−7 | mm/s |
Max. shear velocity | 70 | mm/s |
Max. sample size (rectangular) | 200 × 400 | Mm |
Max. fluid pressure | 10 | MPa |
Parameter | Symbol | Value granite | Value basalt | Unit |
---|---|---|---|---|
Uniaxial compressive strength | σc | 120 | 273 | MPa |
Tensile strength | σt | 7 | 16 | MPa |
Elastic modulus | Es | 50 | 105 | GPa |
Friction angle | φ | 52.5 | 44 | ° |
Cohesion | c | 22.5 | 25 | MPa |
Basic friction angle | φb | 30 | 31.2 | ° |
FFS approach: calculation results
Constant normal load (CNL) test
Constant normal stiffness (CNS) test
Damage evolution on the shear plane
Conclusions
Open data
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http://www.ufz.de/record/dmp/archive/7925 (CNL test: rock properties, lab results, surface scan data, photo of the sample)
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http://www.ufz.de/record/dmp/archive/7924 (CNS test: rock properties, lab results, surface scan data, photos of surface abrasion)
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https://github.com/Poetschke/Ecodist (Code: manual, MATLAB files, executable)