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.
Three days of general feature training addressing basic concepts and recommended procedures for geotechnical numerical analysis.
The central theme of this edition is “the underground, a space of innovation”.
Dr Le Goc work on numerical modelling of fracture media. He is a graduate engineer in computer sciences and a Ph. D. in hydrogeology (University of Rennes, France). He is skilled in grasping natural media issues and developing efficient numerical models. He is specialized in discrete fracture network modelling for various applications (nuclear-waste disposal sites, mining, oil and gas). He also works on research projects on advanced fracture models and on investigating the link between the fracturing properties of natural media and the resulting hydraulic and mechanical properties.
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