Vrezh H.

As a geomechanical engineer I have been working from field to laboratory to office conditions by solving correctly formulated problems associated with geotechnical engineering designs. Determining soil/rock properties in lab. and field conditions (e.g., in-situ (S)CPTu geotechnical monitoring), the next step of design is to provide safe and stable geotechnical engineering structures, such as small scale to large scale rock/soil slopes of shallow and/or deep open-pits, rock-waste damps and tailing storage facilities. I have lots of well-done projects in this domain by applying several well-known computer programs (e.g. Geostudio, Rockscience, PLAXIS 2D(3D), MIDAS GTS/NX, ABAQUS) to provide efficient and safe mining activities.