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.
Chris is a geomechanics engineer with experience in machine learning and numerical modeling of soil, rock, and other earth structures. His areas of expertise includes soil and rock mechanics, and the development of machine learning models in the field of geomechanics. Additionally, he has experience in numerical modeling applied to slope stability and blasting in hard rock.
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