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- W567680467 abstract "The taxiway and runway embankments for the 2,200 foot westward extention of Runway 10R-28L at the Portland International Airport in Portland, Oregon are founded on a 45 foot thick clayey silt deposit, adjacent to the Columbia River. The silt layer is underlain by a deposit of uniform fine sand. The taxiway and runway embankments were instrumented with 13 settlement plates and 3 piezometers, with the latter located at the quarter points in the clayey silt. Variations in the boundary pore pressures were documented and the influence of these variations on the measured rate of consolidation has been evaluated. The data suggest that the underlying sand layer responds quickly to variations in the Columbia River level and that this variation in boundary pore water can seriously retard the measured rate of consolidation." @default.
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- W567680467 date "1975-04-01" @default.
- W567680467 modified "2023-09-26" @default.
- W567680467 title "THE INFLUENCE OF BOUNDARY PORE PRESSURES ON FIELD RATES OF CONSOLIDATION-A CASE STUDY" @default.
- W567680467 hasPublicationYear "1975" @default.
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