Trevi Group has been involved in the design-build of a commercial building in Turkey in an area prone to liquefaction. The foundation of the building is located approximately 10 m below original grade, which still leaves about 10-12 m of potentially liquefiable sand underneath the bottom slab.
The 56th US Rock Mechanics / Geomechanics Symposium covers all aspects of rock mechanics, geomechanics, and rock engineering.
Dr. Ghazvinian specializes in geomechanics of brittle rocks. He offers expertise in continuum and discontinuum modeling of underground excavations prone to brittle fracturing and spalling. He has experience in application of numerical models to sequencing life of mine simulations and predicting potential seismic hazards in deep underground excavations.
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