Fig. 1. Transmissivities for selecting a type of hydraulic tests
Fig. 2. The effect of hydromechaical characteristics due to injection on fluid pressure build-up
Fig. 3. Comparison of two different approaches to define a stress-permeability relation in jointed rock mass (Rutqvist, 2015)
Fig. 4. Components and setup of SIMFIP devices (Gugliemli et al., 2014) (a) Schematic installation of the devices (b) Downhole probe
Fig. 5. Deformation measurement unit in the downhole probe(Gugliemli et al., 2014)
Fig. 6. Installation of SIMFIP device at the side wall of underground research cavern(http://sanfordlab.org/experiment/sigma-v)
Fig. 7. Theoretical pressure evolution and joint deformation during SIMFIP test (Gugliemli et al., 2014)
Fig. 8. Graphical interpretation of SIMFIP test results(Gugliemli et al., 2014)
Fig. 9. Field conditions for the SIMFIP test at the Tournemire URL site (Guglielmi et al., 2015)
Fig. 10. The results of SIMFIP test at the Tournemire URL site (top: pressure and flow rate with regard to time, bottom: displacement at hanging wall of the fault, Guglielmi et al., 2015)
Fig. 11. Three dimensional plots of measured displacement of SIMFIP test at the Tournemire URL site (Guglielmi et al., 2015)
Fig. 12. Model geometry and boundary conditions for the numerical simulation of SIMFIP test (Guglielmi et al., 2015)
Fig. 13. Results of both measured and calculated by numerical simulations of SIMFIP test at the Tournemire URL site (Guglielmi et al., 2015)
Fig. 14. The results of numerical simulations of SIMFIP test at the Tournemire URL site (Guglielmi et al., 2015)
Fig. 15. Stereographical representation of incremental joint displacement measured from SIMFIP test
Table 1. The estimated hydromechanical properties of the joint (Modified from Guglielmi et al., 2015)
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