Chapter
Nov 4, 2021

Initial Liquefaction Hazard Mapping of Northwest Tennessee Based on Liquefaction Probability Curves

Publication: Geo-Extreme 2021

ABSTRACT

Liquefaction is one of the consequences of earthquakes in which loose saturated soils lose shear strength due to the dynamic loading of the earthquake. Soil liquefaction causes serious damage; therefore, it is important to evaluate the liquefaction potential of areas near seismic zones. The main objective of this research is to develop a Liquefaction Probability Curve (LPC) to generate initial liquefaction hazard maps for Lake County Tennessee, which is within the New Madrid Seismic Zone (NMSZ) and is vulnerable to seismic risk. The geotechnical database utilized for developing the LPC includes information on water table depths, soil classifications, and Standard Penetration Test (SPT) N-values. The liquefaction hazard maps for Lake County are probabilistic (5% and 2% probability of being exceeded in 50 years) and for multiple earthquake scenarios. For this study, the liquefaction hazard maps are presented for the probability of moderate to severe liquefaction. The probabilistic liquefaction hazard maps show 80%–100% (2% in 50 years) and about 75% (5% in 50 years) probability of liquefaction in Lake County which corresponds with the observed prevalence of sand blows and liquefaction features in the county. Liquefaction hazard maps show a high hazard in Lake County for a moment magnitude (Mw) of 6.9 New Madrid scenario and a low hazard for an Mw of 5.8 hypothetical Lake County earthquake.

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REFERENCES

Baise, L. G., Higgins, R. B., and Brankman, C. M., 2006, Liquefaction hazard mapping - Statistical and spatial characterization of susceptible units. J.Geotech.Geoenviron.Eng., 132(6), 705–715.
Christopher, B. R., and Schwartz, C. 2006, Geotechnical aspects of pavement reference manual, 888p.
Cramer, C. H. 2003, Site-specific seismic-hazard analysis that is completely probabilistic, Bull. Seism. Soc. Am. 93, 1841–1846.
Cramer, C. H. (2005). Erratum: site-specific seismic-hazard analysis that is completely probabilistic, Bull. Seism. Soc. Am. 95, 2026.
Cramer, C. H., Gomberg, J. S., Schweig, E. S., Waldron, B. A., and Tucker, K. 2006. First USGS urban seismic hazard maps predict the effects of soils, Seism. Res. Lett. 77, 23–29.
Cramer, C. H., Rix, G., and Tucker, K. 2008. Probabilistic liquefaction hazard maps for Memphis, Tennessee, Seis. Res. Lett. 79, 416–423.
Cramer, C. H., Van Arsdale, R. B., Dhar, M. S., Pryne, D., and Paul, J. 2014. Updating of urban seismic-hazard maps for Memphis and Shelby County, Tennessee: geology and Vs observations, Seis. Res. Lett. 85, 986–996.
Cramer, C. H., Dhar, M. S., and Arellano, D. 2018. Update of the urban seismic and liquefaction hazard maps for Memphis and Shelby County, Tennessee: liquefaction probability curves and 2015 hazard maps, Seis. Res. Lett. 89, 688–701.
Cramer, C. H., Van Arsdale, R. B., Weathers, T., Arellano, D., Tohidi, H., Jimenez, J. A., Pezeshk, S., Horton, S. P., Nazemi, N., and Ogweno, L. P. (2019). Lake County Seismic and Liquefaction Hazard Maps.
Cramer, C. H., Van Arsdale, R. B., Reichenbacher, R., Arellano, D., Tohidi, H., Pezeshk, S., Horton, S. P., Bhattarai, R., Nazemi, N., and Farhadi, A. (2020a). Dyer County Seismic and Liquefaction Hazard Maps.
Cramer, C. H., Van Arsdale, R. B., Harrison, V., Bouzeid, K., Arellano, D., Tohidi, H., Pezeshk, S., Horton, S. P., Bhattarai, R., Nazemi, N., and Farhadi, A. (2020b). Lauderdale County Seismic and Liquefaction Hazard Maps (Rep.).
Franke, K. W., Ulmer, K. J., Ekstrom, L. T., and Meneses, J. F. (2016). “Clarifying the differences between traditional liquefaction hazard maps and probabilistic liquefaction reference parameter maps.” Soil Dynamics and Earthquake Engineering, 90, 240–249.
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.
Holzer, T. L. (2012). Probabilistic Liquefaction Hazard Mapping. American Society of Civil Engineers, 1–32.
Iwasaki, T., Tatsuoka, F., Tokida, K. and Yasuda, S. 1978. A practical method for assessing soil liquefaction potential based on case studies at various sites in Japan, Second International Conference on Mierozonation for Safer Construction Research and Application 1978.
Iwasaki, T., Tokida, K., Tatsuoka, F., Watanabe, S., Yasuda, S., and Sato, H. 1982. Microzonation for soil liquefaction potential using simplified methods, in Proceedings 3rd International Conference on Microzonation, pp. 1319–1330.
(n.d.). Water Resources of the United States-National Water Information System (NWIS) Mapper, <https://maps.waterdata.usgs.gov/>(Feb. 1, 2019).
Petersen, M. D., Moschetti, M., Powers, P., Mueller, C., Haller, K., Frankel, A., Zeng, Y., Rezaeian, S., Harmsen, S., Boyed, O., Field, N., Chen, R., Rukstales, K., Luco, N., Wheeler, R., Williams, R., and Olsen, A. 2014. The 2014 update of the United States national seismic hazard models, U.S. Geological Survey, OFR 2014-X1091, 255 p.
Power, M. S., and Holzer, T. L. 1996. Liquefaction maps, Applied Technology Council Tech-Brief 1, 12 pp.
Rix, G. J., and Romero-Hudock, S. 2006. Liquefaction potential mapping in Memphis and Shelby County, Tennessee, unpublished Rept. To the U.S. Geol. Surv., Denver Colorado, 27 pp.
Schrader, T. P. 2008. Potentiometric surface in the Sparta-Memphis aquifer of the Mississippi embayment,.
Seed, H. B., and Idriss, I. M. 1971. “Simplified procedure for evaluating soil liquefaction potential.” J. Geotech. Engrg. Div., ASCE, 97(9), 1249–1273.
Seed, H. B., and Idriss, I. M., 1982. Ground motions and soil liquefaction during earthquakes. Earthquake Engineering Research Institute Monograph, Oakland, Calif.
Toprak, S., and Holzer, T. L. 2003. Liquefaction potential index: Field assessment, J.Geotech.Geoenviron.Eng., 129(4), 315–322.
Weathers, T., and Van Arsdale, R. (2019). “Lake County, Tennessee, in the Heart of the New Madrid Seismic Zone.” Frontiers in Earth Science, Frontiers, 7.
Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Liam Finn, W. D., Harder, L. F., Jr., Hynes, M. E., Ishihara, K., Koester, J. P., Laio, S. S. C., Marcuson, W. R., III, Martin, G. R., Mitchell, J. K., Morwaki, Y., Power, M. S., Robertson P. K., Seed, R. B., and Stokoe, K. H., II. (2001). “Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops of Evaluation of Liquefaction Resistance of Soils.” ASCE, Journal of Geotech. and Geoevir. Engrg., Vol. 127, No. 4, pp. 297–313.

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Geo-Extreme 2021
Pages: 298 - 307

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Published online: Nov 4, 2021

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Hamed Tohidi [email protected]
1Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Memphis, Memphis, TN. Email: [email protected]
David Arellano, Ph.D. [email protected]
P.E.
2Associate Professor, Dept. of Civil Engineering, Univ. of Memphis, Memphis, TN. Email: [email protected]
Chris H. Cramer, Ph.D. [email protected]
3Research Professor, Center for Earthquake Research and Information, Univ. of Memphis, Memphis, TN. Email: [email protected]

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