ABSTRACT

Pacific Gas & Electric (PG&E) has guided the development of a framework to evaluate permanent ground deformation (PGD) from seismically induced landslides within the San Francisco Bay Area (SFBA) for system-wide risk evaluation. The framework was developed through a combination of geologic maps with limited strength information, a landslide inventory database, and a regional groundwater model that reflects both wet and dry hydrological conditions. The model incorporates a novel application of the multimodal landslide framework, where failures due to shallow disrupted landslides, deep coherent landslides, and rockfalls are evaluated over multiple length scales using a convolutional window. We assess the pseudostatic yield coefficient for each of the various landslide modes with dry and wet seasonal groundwater conditions, landslide geometry, and material properties. We then estimate PGD and landslide run-out considering the aleatory uncertainties in material properties and develop a simple tool to evaluate the probability of landslide deformation and run-out impact for a range of ground motion intensities.

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REFERENCES

Chien, Y. C., and Tsai, C. C. (2017). “Immediate estimation of yield acceleration for shallow and deep failures in slope-stability analyses”. International Journal of Geomechanics, 17(7), p.04017009.
Cho, Y., and Rathje, E. (2020). “Displacement Hazard Curves Derived from Slope-Specific Predictive Models of Earthquake-Induced Displacements,” Soil Dynamics and Earthquake Engineering, 138, p.106367.
Detweiler, S. T., and Wein, A. M., eds. (2017). “The HayWired earthquake scenario—Earthquake hazards”, 126 p.
Guzzetti, F., Ardizzone, F., Cardinali, M., Rossi, M., and Valigi, D. (2009). Landslide volumes and landslide mobilization rates in Umbria, central Italy. Earth and Planetary Science Letters, 279(3-4), pp.222–229.
Grant, A., Wartman, J., and Abou‐Jaoude, G. (2016). “Multimodal method for coseismic landslide hazard assessment”. Engineering Geology, 212, pp.146–160.
Graymer, R. W., Moring, B. C., Saucedo, G. J., Wentworth, C. M., Brabb, E. E., and Knudsen, K. L. (2006). “Geologic map of the San Francisco Bay region. Reston, Virginia”: US Geological Survey Scientific Investigations Map 2918. Available from: http://pubs.usgs.gov/sim/2006/2918/.
Greenfield, M. W., Guckenheimer, M., Wade, A. M., Wilson, J. M., Hitchcock, C. H., Kottke, A. R., and Boone, M. (2022). “A Tool To Evaluate Liquefaction and Resulting Permanent Ground Deformation In The San Francisco Bay Area”, Manuscript in preparation.
Jibson, R. W., and Harp, E. L. (2016). “Ground Motions at the Outermost Limits of Seismically Triggered Landslides”: Bulletin of the Seismological Society of America, 106(2), pp.708–719.
Keefer, D. K. (1998). “The Loma Prieta, California, Earthquake of October 17, 1989-Landslides”., 183 p.
Ojomo, O., Rathje, E. M., Bullock, Z., Wang, P., Zimmaro, P., Asimaki, D., and Stewart, J. (2022). “Framework for regional earthquake-induced landslide assessment using a data-informed probabilistic approach”. 12th National Conference on Earthquake Engineering, Salt Lake City, Utah.
Pollock, W., Grant, A., Wartman, J., and Abou-Jaoude, G. (2019). “Multimodal method for landslide risk analysis”. MethodsX, 6, pp.827–836.
Pollock, W. (2020). A framework for regional scale quantitative landslide risk analysis. Seattle: University of Washington, PhD dissertation.
Rathje, E. M., and Saygili, G. (2009). “Probabilistic assessment of earthquake-induced sliding displacements of natural slopes”. Bulletin of the New Zealand Society for Earthquake Engineering, 42(1), pp.18–27.
Roering, J. J. (2008). “How well can hillslope evolution models “explain” topography? Simulating soil transport and production with high-resolution topographic data”. Geological Society of America Bulletin, 120(9-10), pp.1248–1262.
Youd, T. L., and Hoose, S. N. (1978). “Historic ground failures in northern California triggered by earthquakes”, 177 p.

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Geo-Risk 2023
Pages: 234 - 243

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Published online: Jul 20, 2023

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1InfraTerra, Inc., Oakland, CA. Email: [email protected]
Michael Greenfield, Ph.D. [email protected]
2Greenfield Geotechnical, Portland, OR. Email: [email protected]
Jennifer Wilson [email protected]
3Six Rivers Geosciences, Samoa, CA. Email: [email protected]
Christopher Hitchcock [email protected]
4InfraTerra, Inc., Oakland, CA. Email: [email protected]
Albert Kottke, Ph.D. [email protected]
5Pacific Gas & Electric Company, San Francisco, CA. Email: [email protected]
Michael Boone [email protected]
6Pacific Gas & Electric Company, San Francisco, CA. Email: [email protected]
Ben Leshchinsky, Ph.D. [email protected]
7College of Forestry, Oregon State Univ., Corvallis, OR. Email: [email protected]
Joseph Wartman, Ph.D. [email protected]
8Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA. Email: [email protected]

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