Chapter
Feb 22, 2024

An Integrated Framework for the Probabilistic Evaluation and Multiscale Mapping of Liquefaction-Induced Settlement Exceedance Rate

Publication: Geo-Congress 2024

ABSTRACT

In this work, an integrated framework is proposed for the probabilistic evaluation and multiscale mapping of liquefaction-induced settlements exceedance rate considering both the spatial variation of soil parameters and uncertain ground motions. The framework consists of three key components: empirical CPT-based models to evaluate the probability of liquefaction and liquefaction-induced settlement, a probabilistic method to estimate settlement exceedance rate in a given exposure time considering all possible ground motions at all hazard levels through a joint probability distribution of peak horizontal ground surface acceleration and moment magnitude of earthquake, and a multiscale random field model to map settlement exceedance over the study region considering the spatial variations of soil parameters and the influence of surficial geology. The framework is applied to assess liquefaction-induced settlement exceedance rate in an earthquake-prone region, resulting in consistent results with existing analysis and knowledge of the earthquake hazard in the study region.

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REFERENCES

Chen, Q., Seifried, A., Andrade, J. E., and Baker, J. W. (2012). “Characterization of random fields and their impact on the mechanics of geosystems at multiple scales.” International Journal for Numerical and Analytical Methods in Geomechanics, 36(2), 140–165.
Chen, Q., Wang, C., and Juang, C. H. (2016a). “Probabilistic and spatial assessment of liquefaction-induced settlements through multiscale random field models.” Engineering Geology, 211, 135–149.
Chen, Q., Wang, C., and Juang, C. H. (2016b). “CPT-based evaluation of liquefaction potential accounting for soil spatial variability at multiple scales.” Journal of Geotechnical and Geoenvironmental Engineering, 04015077.
Holzer, T. L., Bennett, M. J., Noce, T. E., Padovani, A. C., and Tinsley, J. C., III (2006). “Liquefaction hazard mapping with LPI in the greater Oakland, California, area.” Earthquake Spectra, 22(3), 693–708.
Ishihara, K., and Yoshimine, M. (1992). “Evaluation of settlements in sand deposits following liquefaction during earthquakes.” Soils and Foundations, 32(1), 173–188.
Juang, C. H., Ching, J., Wang, L., Khoshnevisan, S., and Ku, C. S. (2013). “Simplified procedure for estimation of liquefaction-induced settlement and site-specific probabilistic settlement exceedance curve using cone penetration test (CPT).” Canadian Geotechnical Journal, 50(10), 1055–1066.
Juang, C. H., Shen, M., Wang, C., and Chen, Q. (2018). “Random field-based regional liquefaction hazard mapping - data inference and model verification using a synthetic digital soil field.” Bulletin of Engineering Geology and the Environment, 77, 1273–1286.
Juang, C. H., Li, D. K., Fang, S. Y., Liu, Z., and Khor, E. H. (2008). “Simplified procedure for developing joint distribution of 𝑎max and 𝑀𝑤 for probabilistic liquefaction hazard analysis.” Journal of Geotechnical and Geoenvironmental Engineering, 134(8), 1050–1058.
Juang, C. H., Lu, C. C., and Hwang, J. H. (2009). “Assessing probability of surface manifestation of liquefaction at a given site in a given exposure time using CPTu.” Engineering Geology, 104(3), 223–231.
Liu, W., Chen, Q., Wang, C., and Juang, C. H. (2017). “Spatially correlated multiscale Vs30 mapping and a case study of the Suzhou site.” Engineering Geology, 220, 110–122.
Robertson, P. K., and Wride, C. E. (1998). “Evaluating cyclic liquefaction potential using the cone penetration test.” Canadian Geotechnical Journal, 35(3), 442–459.
Stewart, J. P. and Seyhan, E. (2013). “Semi-empirical nonlinear site amplification and its application in NEHRP site factors.”, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
Shen, M., Juang, C. H., and Chen, Q. (2019). Mitigation of liquefaction hazard by dynamic compaction - a random field perspective. Canadian Geotechnical Journal, 56(12), 1803–1815.
Tokimatsu, K., and Seed, H. B. (1984). “Simplified procedures for the evaluation of settlements in clean sands.”, Earthquake Engineering Research Center, University of California, Berkeley, CA.
Wang, C., and Chen, Q. (2018). “A hybrid geotechnical and geological data-based framework for multiscale regional liquefaction hazard mapping.” Géotechnique, 68(7), 614–625.
Wang, C., Chen, Q., Shen, M., and Juang, C. H. (2017). “On the spatial variability of CPT-based geotechnical parameters for liquefaction potential evaluation.” Soil Dynamics and Earthquake Engineering, 95, 153–166.
Zhang, G., Robertson, P. K., and Brachman, R. W. (2002). “Estimating liquefaction-induced ground settlements from CPT for level ground.” Canadian Geotechnical Journal, 39(5), 1168–1180.
Zhang, J., Chen, F., Juang, C., and Chen, Q. (2018). “Developing joint distribution of amax and Mw of seismic loading for performance-based assessment of liquefaction induced structural damage.” Engineering Geology, 232, 1–11.
Wang, C., Wang, D., and Chen, Q. (2021). “Regional evaluation of liquefaction-induced lateral ground deformation for city-scale transportation resilience analysis.” Journal of Infrastructure Systems, 27(2), 04021008.

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Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 450 - 459

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Published online: Feb 22, 2024

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Qiushi Chen, Ph.D., A.M.ASCE [email protected]
1Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC. Email: [email protected]
Chaofeng Wang, Ph.D., A.M.ASCE [email protected]
2Rinker School of Construction Management, Univ. of Florida, Gainesville, FL. Email: [email protected]

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