Itasca conducted a seismic performance evaluation of the trestle‐wharf section of the OPC Puerto Cortes Container Terminal, located in Honduras. A FLAC3D analysis of the soil is performed, including the piles and deck of the terminal. This is a fullycoupled, dynamic, soil‐structure, time‐history analysis that quantifies the performance and potential risks for the structure and slope. The Finn model – Byrne formulation was utilized using data from investigation boreholes.
The 56th US Rock Mechanics / Geomechanics Symposium covers all aspects of rock mechanics, geomechanics, and rock engineering.
Dr. Fu’s experience centers on computational, analytical, and experimental geomechanics in subsurface resource development (petroleum, geothermal energy, and mining) and underground excavation. He is experienced in the computational modeling of coupled geomechanics and fluid flow. He has experience in developing analytical models using fracture mechanics, designing and performing laboratory hydraulic fracturing and rock mechanics experiments, characterizing subsurface features, and integrating large field datasets with numerical simulations.
Dr. Fu has worked on a variety of geomechanics projects, such as numerical modeling and analytical upscaling of hydraulic fracture swarms, experimental study of time-dependent fracture initiation, impact of natural fracture heterogeneities on hydraulic fracture propagation integrating discrete element modeling, laboratory experimentation, fracture mechanics modeling, and numerical analyses of dynamic tunneling processes and tunnel durability.
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