Examination of differences between three SPT-based seismic soil liquefaction triggering relationships

Date

2018-10-01

Author

Çetin, Kemal Önder
Kayen, Robert E.
Moss, Robb E. S.
Bilge, Habib Tolga
Ilgaç, Makbule

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The preceding companion paper presented the updating of the seismic soil liquefaction triggering relationship of Cetin et al. [1], and compared the resulting updated relationship with the earlier version. In this second paper, a detailed cross-comparison is made between three triggering relationships: (1) Seed et al. [2], as slightly updated by the NCEER Working Group (Youd et al. [3]), (2) Boulanger and Idriss [4], and (3) Cetin et al. [5]. Differences between these three triggering relationships, and the apparent causes of them are examined. Also studied are the impacts of these differences on levels of conservatism with regard to evaluation of liquefaction triggering hazard, and the resulting risks for engineering projects.

Subject Keywords

Geotechnical Engineering and Engineering Geology, Soil Science, Civil and Structural Engineering

URI

https://hdl.handle.net/11511/44298

Journal

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

DOI

https://doi.org/10.1016/j.soildyn.2018.03.013

Collections

Department of Civil Engineering, Article

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Citation Formats

K. Ö. Çetin, R. E. Kayen, R. E. S. Moss, H. T. Bilge, and M. Ilgaç, “Examination of differences between three SPT-based seismic soil liquefaction triggering relationships,” SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, pp. 75–86, 2018, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/44298.