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Mapa de iso-estratos rígidos
Se ha estimado un primer contraste de impedancia en los diferentes sectores de Guayaquil y alrededores. Para esto, se realizó una evaluación cualitativa y cuantitativa preliminar de los estratos rígidos, apoyados en análisis de hincabilidad, para determinar si un pilote de 50 cm de lado obtendría una capacidad última de al menos 250 t en […]
Sondeos
Se presenta implantación de los sondeos recabados junto a la ubicación de afloramientos rocosos (Vera y Benítez, 2005). Se identifican 38 CPTs adicionales que fueron ejecutados exclusivamente para el trabajo de zonificación.
Asentamientos por licuación
Para los 615 CPT de la base de datos, se ha realizado un análisis simplificado de licuación, estimando para cada sondeo la variación del FS, para una demanda sísmica de Mw=7.5 y PGA=0.4 g. Posteriormente, se calcularon los índices LPI (Iwasaki & Tokida, 1981) y LSN (Tonkin & Taylor Ltd, 2013); así como las deformaciones […]
LPI-LSN
Para los 615 CPT de la base de datos, se ha realizado un análisis simplificado de licuación, estimando para cada sondeo la variación del FS, para una demanda sísmica de Mw=7.5 y PGA=0.4 g. Posteriormente, se calcularon los índices LPI (Iwasaki & Tokida, 1981) y LSN (Tonkin & Taylor Ltd, 2013); así como las deformaciones […]
CPT realizados en Guayaquil
Se han obtenido 143 valores de su peak en Guayaquil y alrededores mediante ensayos FVT (electric field vane test). Al comparar las mediciones con los valores de qt medidos en los CPT, se ha ajustado localmente el valor Nkt y se ha corroborado que la estimación de Robertson para el su (basado en un Nkt […]
Geotechnical zoning of deltaic and alluvial soils of Guayaquil (Ecuador)
Geotechnical zoning of deltaic and alluvial soils of Guayaquil (Ecuador) using CPT and Nkt calibration based on FVT
CPT-01-LO-13
CPT realizado en Mocolí. Se identificaron suelos arcillosos de consistencia dura desde los 18 m y suelos arenosos de compacidad muy densa desde los 23 m. Posteriormente, se detectó un estrato de arcillas de menor consistencia a los 27 m. Se penetraron aproximadamente 8 m de suelos altamente competentes.