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A New Empirical Method to Predict Liquefaction-Induced Lateral Spread
Date
2014-09-19
Author
Hasancebi, Nilsun
ULUSAY, REŞAT
Çetin, Kemal Önder
Metadata
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This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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Liquefaction-induced lateral spreading affects large areas and causes considerable damages to overlying structures and buried lifelines at shallow depths. In this study, the world-wide lateral spreading case studies compiled from literature and available records of some institutions were re-evaluated to assess the performance of the current empirical methods and to develop a new empirical method for predicting the magnitude of lateral spreading. The probability-based four empirical models were developed using the maximum likelihood methodology for predicting displacements of (a) a sloping ground, (b) a free face, of a ground (c) with and (d) without slope and free face, and their prediction performances were compared with those of the existing models.
Subject Keywords
Lateral spreading
,
Liquefaction
,
Empirical method
,
Maximum likelihood method
URI
https://hdl.handle.net/11511/42096
DOI
https://doi.org/10.1007/978-3-319-09048-1_203
Collections
Department of Civil Engineering, Conference / Seminar