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 theme of RockEng22 is Canadian Strengths and Future Directions in Rock Mechanics.
Dr. Lemos is a research engineer in the Dams Department at Laboratorio Nacional de Engenharia Civil. He has been involved in the development and application of numerical models (finite element and distinct element) for analysis of various rock mechanics problems associated with dam foundations, mines and tunnels as well as for earthquake analysis of masonry structures.
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