| Wave propagation in equivalent continuum jointed rock mass | |
|---|---|
 -Small shear strain (below 10-5%): Quasi-static Resonant Column Test (QSRC) -Mid to large shear strain (10-5% - 10-2%): Rock Mass Dynamic Test (RMDT) -Effects of gouge fill material, gouge thickness, grouting tested Numerical Simulation of Wave Propagation in Jointed Rock Masses -DEM simulations of QSRC and RMDT specimens using 3DEC |