Seismic Stability of the Duwamish River Delta, Seattle, Washington: - USGS WR CMG Link to USGS home page

Seismic Stability of the Duwamish River Delta, Seattle, Washington

Photo of Port of SeattlePort of Seattle, Harbor Island Facility

A fully developed commercial-industrial corridor, extending the City of Kent to the Elliott Bay/Harbor Island marine terminal facilities, is founded on the young Holocene deposits of the Duwamish River valley. These deposits primarily consist of deltaic overbank-, pointbar-, and channel-infill and extensive laharic material, all deposited less than 5000 y.b.p. A geotechnical investigation of these river-mouth deposits is underway to evaluate the initial liquefaction potential and seismic stability (flow failure potential) of the soils, and the impact ground failure would have on the built-infrastructure of the river valley.

Modification of the ground surface by man to construct airfields, industrial facilities, and navigable waterways has resulted in extensive regrading of the ground surface, infill of wetlands, and the dredging and river training of native channels. To assess the morphology of the delta, obscured by mans activities, we used ground penetrating radar (GPR) to image the buried structure of the deltaic deposits. An extensive catalog of soil boring data taken along the valley axis for a variety of engineering-construction projects is used to groundtruth the radar imagery and to characterize the fill and native deposits. Stability of the Holocene soil using the Standard Penetration Test (SPT); Cone Penetration Test (CPT); and shear wave velocity field methodologies indicates that extensive soil liquefaction and ground failure of deltaic deposits are likely during events Magnitude 7. This ground damage will likely have significant adverse effect on commerce conducted within the industrial corridor.

Liquefaction Potential figures Soil State ConceptArias Intensity MethodCyclic Stress MethodField SPT and CPT data

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We are investigating the potential for initial liquefaction and disintegrative flow-failure in native soil of the Duwamish River Delta by relating field measured geotechnical test data to design-basis earthquake scenarios. The two design-basis earthquakes are (1) a shallow crustal fault event centered in the upper 20 km of M=7.0-7.5 and (2) a Benioff-Zone event of M=8+. Results presented here are for the response of the delta front (a subset of 100+ SPT and CPT soundings in our catalog) to a M=7.5 event.

Map of Duwamish Delta

Study Area and Boring Locations

Historic Map of Duwamish Delta

Historic Liquefaction-related Ground Failure

Liquefaction Potential Map

Qualitative Liquefaction Potential Map
(Grant, Perkins, and Youd, 1992)

Factors of Safety against liquefaction occurrence (Fs <1.0 predicts liquefaction) for a M=7.5 event with peak accelerations ranging from 0.1g-0.4g.

Peak Acceleration 0.1g Peak Acceleration 0.2g Peak Acceleration 0.3g Peak Acceleration 0.4g

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Residual Shear Strength Plot

We can estimate the residual (steady state) strength from field SPT data.
Baziar and Dobry (1995) ASCE,
Jour. Geotech. Eng. Vol 121, No. 12.

Plot of High and Low Disintegrative Flow Potential

Click on figure to view larger image (29K).

Duwamish River Delta Seismic Stability -
Conclusions based on Design-Basis M=7.5 Event

Initial Liquefaction Potential: Extremely High!

Flow-Slide Potential: Uncertain, Between 10-20m
numerous soil elements are in State 1. If the elements are isolated
then massive flow-sliding should not occur. If the elements are
interconnected along a layer(s) then massive flow-sliding will likely occur.

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last modified 1 December 2003 (lzt)
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