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FRANKLIN RICARDO OLAYA TRINIDAD

FRANKLIN RICARDO OLAYA TRINIDAD

FRANKLIN RICARDO OLAYA TRINIDAD

Doctor of Philosophy, UNIVERSITY OF CALIFORNIA

DOCENTE CONTRATADO - CONTRATADO
Docente a tiempo completo (DTC)
Departamento Académico de Ingeniería - Sección Ingeniería Civil

Publicaciones

Se encontraron 22 publicaciones

OLAYA, F. R. y Bray, J.(2026). Effect of Using Depth Weighting Factor to Estimate Liquefaction-Induced Ground Settlement (In Review). Canadian Geotechnical Journal.
OLAYA, F. R. y ZAVALA, G. J.(2026). Evaluation of static drained instability of sands subjected to constant shear using a critical state framework. En 21st International Conference on Soil Mechanics and Geotechnical Engineering. (pp. 1 - 4). VIENNA. International Society for Soil Mechanics and Geotechnical Engineering.
OLAYA, F. R. y Cañabi, L.(2026). Seismic Displacement Hazard for and Earth Dam on a Soft Foundation. En GeoCongress 2026. (pp. 1 - 8). SALT LAKE CITY. ASCE Library. Recuperado de: https://doi.org/10.1061/9780784486702.038
OLAYA, F. R. y Bray, J.(2026). Advances in the Estimation of Liquefaction-induced Ground Settlement. En 8th International Young Geotechnical Engineers Conference. (pp. 1 - 4). GRASS. International Society for Soil Mechanics and Geotechnical Engineering.
Rios, A.; OLAYA, F. R.; Perez, F.(2025). A Revised Constitutive Model for the Undrained Response of Tailings. En 11th International Conference on Tailings Management. (pp. 1 - 6). SANTIAGO. GECAMIN.
OLAYA, F. R. y Bray, J.(2024). Addressing Sources of Uncertainty in Estimating Liquefaction-induced Ground Settlement. En 18th world conference on earthquake engineering. (pp. 1 - 10). world conference on earthquake engineering.
Franco, F.; OLAYA, F. R.; Parra, D.(2024). Influence of Spatial Variability of the Foundation Soil on the Stability of a Tailings Storage Facility. En 1st International symposium on tailings storage facilities. (pp. 1 - 8). MEXICO. Sociedad Mexicana de ingeniería Geotécnica.
Franco, F.; OLAYA, F. R.; Parra, D.(2024). Influencia de la variabilidad espacial del suelo de cimentación en la estabilidad física de un depósito de jales. En 1ER SIMPOSIO INTERNACIONAL SOBRE DEPÓSITOS DE JALES . (pp. 1 - 10). Sociedad Mexicana de ingeniería Geotécnica.