Chapter
Mar 23, 2023

Use of Geostatistical Analyses for Characterizing Variability in NGL Database Lateral Spreads

Publication: Geo-Congress 2023

ABSTRACT

Lateral spread case histories in the NGL database differ in a key manner from the majority of liquefaction case histories compiled by NGL; lateral variability is critically important for lateral spreading. This project examines the Heber Road case history that has primary CPT subsurface data and uses geostatistical tools to study this case history in terms of layer continuity and overall variability for each case history. Different valid realizations of the subsurface are compared to conventional lateral spread prediction methods and measured lateral displacements. No lateral displacement sections are also studied for the site. This work shows (1) that not all viable geostatistical realizations will result in conditions for lateral spread despite the measured occurrence and (2) that geostatistical tools can be essential tools for helping understand if continuity conditions exist at a site for lateral spreading conditions to be present if sufficient spatially distributed data of acceptable quality exist.

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REFERENCES

Bennett, M. J., Youd, T. L., Harp, E. L., and Wieczorek, G. F. (1981). Subsurface investigation of liquefaction, Imperial Valley earthquake, California, October 15, 1979, U.S. Geological Survey, Menlo Park, CA.
Boulanger, R. W., and DeJong, J. T. (2018). “Inverse filtering procedure to correct cone penetration data for thin-layer and transition effects.” Proc., Cone Penetration Testing 2018, Hicks, Pisano, and Peuchen, eds., Delft University of Technology, The Netherlands, 25–44.
Holzer, T. L., and Bennett, M. J. (2007). Geologic and hydrogeologic controls of boundaries of lateral spreads: Lessons from USGS liquefaction case histories. In Proc. First North American Landslide Conference, SP (No. 23, pp. 502–522).
Moss, R. E. S., Collins, B. D., Whang, D. H., and Stewart, J. D. (2004). Retesting of Liquefaction and Non-Liquefaction Case Histories in the Imperial Valley Using CPT, Pacific Earthquake Engineering Research (PEER) Center.
Olea, R. O. (1999). Geostatistics for engineers and earth scientists. Kluwer Academic Publishers, Boston.
Saye, S., Olson, S. M., and Franke, K. W. (2021). Common-Origin Approach to Assess Level-Ground Liquefaction Susceptibility and Triggering in CPT-Compatible Soils Using ΔQ. J. Geotech and Geoenvr. Eng., 147(7).
Vreugdenhil, R., Davis, R., and Berrill, J. (1994). “Interpretation of cone penetration results in multilayered soils.” International Journal of Numerical and Analytical Methods in geomechanics, 18 (9), 585–599.
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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 29 - 37

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Published online: Mar 23, 2023

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Heidi Dacayanan [email protected]
1Dept. of Civil and Environmental Engineering, South Dakota School of Mines and Technology. Email: [email protected]
Bret N. Lingwall, Ph.D., M.ASCE [email protected]
P.E.
2Dept. of Civil and Environmental Engineering, South Dakota School of Mines and Technology, Rapid City, SD. Email: [email protected]

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