Chapter
Feb 22, 2024

Constraining Cascadia Subduction Zone Ground Motions via Paleoliquefaction Evidence: A Case Study from Kellogg Island, Washington, with Regional Implications

Publication: Geo-Congress 2024

ABSTRACT

Physics-based ground motion simulations are a valuable tool for studying seismic sources with missing historical records, such as Cascadia Subduction Zone (CSZ) interface earthquakes. The last such event occurred in 1700 CE and is believed to be an M8-M9 rupture. The United States Geological Survey recently developed 30 physics-based simulations of a CSZ rupture to predict ground motions across the Pacific Northwest. Consideration of key modeling uncertainties across these simulations leads to estimates of ground motion intensity that vary by ~100% in some areas (e.g., Seattle). Paleoliquefaction, or soil liquefaction from past earthquakes, provides the best geologic evidence for constraining or “ground truthing” the intensity of past shaking, yet while paleoliquefaction has been documented throughout Cascadia, limited analyses have been performed to exploit this evidence. This study focuses on Kellogg Island, 2 mi south of Seattle, where liquefaction has been documented from several earthquakes, but not from the 1700 CE event. Therefore, using the CSZ simulations and in situ cone penetration test data, this study predicts the probability of surficial liquefaction manifestation at Kellogg Island during an M9 CSZ event. As part of this effort, velocity profiles are developed from multichannel analysis of surface waves, and non-linear site response analyses are used to propagate simulated motions to the surface. Results show a high probability of liquefaction near Kellogg Island for most simulations, whereas to date no evidence of 1700 CE liquefaction has been discovered at Kellogg Island, nor at any other location in the Puget Sound. The discrepancy between predictions and observations might indicate that the 1700 CE ground motions were less intense in Seattle than most predictions of M9 earthquakes indicate. Toward the goal of elucidating the expected impacts of future CSZ earthquakes, similar analyses are ongoing at additional sites across the region.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Architectural Institute Japan. (2001). Recommendations for design of building foundations, 486 p.
Asimaki, D., and Shi, S. (2017). SeismoSoil User Manual, v1.3 c 2014–2017, GeoQuake Research Group, California Institute of Technology.
Boulanger, R. W., and Idriss, I. M. (2014). “CPT and SPT based liquefaction triggering procedures.”, Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, CA.
Cisternas M. V. (2000). Preliminary findings about the “black sand” in the lower Duwamish River valley, Seattle, Washington, in Palmer, S. P., ed., geotechnical/geologic field and laboratory project: Washington Division of Geology and Earth Resources contract report, 1 v.
Davis E. (2018). Evidence for liquefaction and flooding in the past 1,000 years along the Duwamish River, Seattle, Washington. M.S. thesis, University of Washington.
Davis E. (2019). Seattle liquefaction features along the Duwamish Waterway, Washington. In: Seismological Society of America Annual Meeting, 23–26 April, Seattle, USA.
Feliks, B. (2019). “All Over the Map: Kellogg Island is a 19th-century time capsule.” https://mynorthwest.com/1410710/kellogg-island-19th-century-time-capsule/.
Frankel, A., Wirth, E., Marafi, N., Vidale, J., and Stephenson, W. (2018). “Broadband Synthetic Seismograms for Magnitude 9 Earthquakes on the Cascadia Megathrust Based On 3D Simulations and Stochastic Synthetics (Part 1): Methodology and Overall Results.” BSSA 108 (5A): 2347–2369.
Geyin, M., and Maurer, B. W. (2020). “Fragility functions for liquefaction induced ground failure.” Journal of Geotechnical and Geoenvironmental Engineering, 146(12): 04020142.
Geyin, M., Baird, A. J., and Maurer, B. W. (2020). “Field assessment of liquefaction prediction models based on geotechnical versus geospatial data, with lessons for each.” Earthquake Spectra, 36(3), 1386–1411.
Green, R. A., Bommer, J. J., Rodriguez-Marek, A., Maurer, B. W., Stafford, P. J., Edwards, B., Kruiver, P.P, De Lange, G., and Van Elk, J. (2019). “Addressing limitations in existing ‘simplified’ liquefaction triggering evaluation procedures: application to induced seismicity in the Groningen gas field.” Bulletin of Earthquake Eng 17(8), 4539–4557.
Idriss, I. M., and Boulanger, R. W. (2008). “Soil liquefaction during earthquakes.” ; Earthquake Engineering Research Institute, Oakland, CA, 261 pp.
Iwasaki, T., Tatsuoka, F., Tokida, K., and Yasuda, S. A. (1978). “Practical method for assessing soil liquefaction potential based on case studies at various sites in Japan.” 2nd Int. Conf. on Microzonation, San Francisco, USA.
Li, W., and Assimaki, D. (2010). “Site- and motion-dependent parametric uncertainty of site-response analyses in earthquake simulations.” BSSA, 100(3): 954–968.
Lin Y. C., Joh S. H, and Stokoe K. H. (2014). “Analyst J: Analysis of the UTexas 1 Surface Wave Dataset Using the SASW Methodology.” Geo-Congress 2014 Technical Papers: Geo-Characterization and Modeling for Sustainability. GSP 234. 2014.
Martin M. E., and Bourgeois J. 2012.“Vented sediments and tsunami deposits in the Puget Lowland, Washington - differentiating sedimentary processes.” Sedimentology 59, 419–444.
Maurer, B. W., Green, R. A., and Taylor, O. D. S. (2015). “Moving towards an improved index for assessing liquefaction hazard: lessons from historical data.” Soils and Foundations 55(4): 778–787.
Maurer, B. W., Green, R. A., van Ballegooy, S., and Wotherspoon, L. (2019). “Development of region-specific soil behavior type index correlations for evaluating liquefaction hazard in Christchurch, New Zealand.” Soil Dynamics and Earthquake Engineering 117: 96–105.
Moss R. E. S., Seed R. B., Kayen R. E., Stewart J. P., Der Kiureghian A., and Cetin K. O. (2006). “CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential.” Journal of Geotechnical & Geoenvironmental Engineering, 132(8), 1032–1051.
Pringle P. T., Boughner J. A., Vallance J. W., and Palmer S. P. (1997). Buried forests and sand deposits containing Mount Rainier andesite and pumice show evidence for extensive laharic flooding from Mount Rainier in the lower Duwamish Valley, Washington [abs.], in Washington Department of Ecology; Washington Hydrological Society, Abstracts from the 2nd symposium on the hydrogeology of Washington State: Olympia, WA, p. 5.
Rasanen, R. A., Marafi, N. A., and Maurer, B. W. (2021). “Compilation and forecasting of paleoliquefaction evidence for the strength of ground motions in the US Pacific Northwest.” Engineering Geology, 292, 106253.
Rasanen, R. A., Geyin, M., and Maurer, B. W. (2023). “Select Liquefaction Case Histories from the 2001 Nisqually, Washington Earthquake: A Digital Dataset and Assessment of Model Performance.” Earthquake Spectra, doi: 10.1177/87552930231174244.
Rasanen, R. A., and Maurer, B. W. (2022). Probabilistic seismic source location and magnitude via inverse analysis of paleoliquefaction evidence. Earthquake Spectra 38 (2), 1499–1528.
Robertson, P. K., and Wride, C. E. (1998). “Evaluating cyclic liquefaction potential using cone penetration test.” Canadian Geotechnical Journal, 35(3), 442–459.
Scott K. M., Vallance J. W., and Pringle, P. P. (1995). Sedimentology, behavior, and hazards of debris flows at Mount Rainier, Washington: USGS Professional Paper 1547, 56 p.
Shannon and Wilson. (1997). Geotechnical Report Proposed Office Building Tilbury Cement Company Seattle, Washington. July 1997. Available from Washington State Department of Natural Resources Washington Geologic Information Portal, Accessed Dec. 19, 2022.
Sherrod B. L. (2001). “Evidence for earthquake-induced subsidence about 1100 yr ago in coastal marches of southern Puget Sound, Washington.” GSA Bulletin. 113 (10), 1299–1311.
Shi, J., and D. Asimaki. (2017). “From stiffness to strength: Formulation and validation of a hybrid hyperbolic nonlinear soil model for site-response analyses.” BSSA, 107(3): 1336–1355.
Stephenson, W. J., Reitman, N. G., and Angster, S. J. (2017). P- and S-wave velocity models incorporating the Cascadia subduction zone for 3D earthquake ground motion simulations—Update for Open-File Report 2007–1348. In.
Van Ballegooy, S., Malan, P., Lacrosse, V., Jacka, M. E., Cubrinovski, M., Bray, J. D., O’Rourke, T. D., Crawford, S. A., and Cowan, H. (2014). “Assessment of liquefaction-induced land damage for residential Christchurch.” Earthquake Spectra, 30(1): 31–55.
Wirth, E. A., Frankel, A. D., Marafi, N., Vidale, J. E., and Stephenson, W. J. (2018). “Broadband Synthetic Seismograms for Magnitude 9 Earthquakes on the Cascadia Megathrust based on 3-D Simulations and Stochastic Synthetics (Part 2): Rupture Parameters and Variability.” BSSA, 108 (5A): 2370–2388.
Zehfuss P. H., Atwater B. F., Vallance J. W., Brenniman H., and Brown T. A. (2003). “Holocene lahars and their by-products along the historical path of the White River between Mount Rainier and Seattle.” Geological Society of America Field Guide 4.

Information & Authors

Information

Published In

Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 141 - 151

History

Published online: Feb 22, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Ryan A. Rasanen, S.M.ASCE [email protected]
1Graduate Research Assistant, Univ. of Washington, Seattle. Email: [email protected]
Clinton M. Wood, A.M.ASCE [email protected]
2Associate Professor, Univ. of Arkansas. Email: [email protected]
Brett W. Maurer, A.M.ASCE [email protected]
3Assistant Professor, Univ. of Washington, Seattle. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$152.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$152.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share