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Stress Scaling Factors for Seismic Soil Liquefaction Engineering Problems: A Performance-Based Approach, Perspectives on Earthquake Geotechnical Engineering
Date
2015-01-01
Author
Çetin, Kemal Önder
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URI
https://hdl.handle.net/11511/75475
https://link.springer.com/chapter/10.1007%2F978-3-319-10786-8_5
Relation
Geotechnical Geological and Earthquake Engineering
Collections
Department of Civil Engineering, Book / Book chapter
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Most of the widely used seismic soil liquefaction triggering methods propose cyclic resistance ratio (CRR) values valid at the reference normal effective stress (sigma(v,0)') of one atmosphere and zero static shear stress (tau(st,0)) states. Then, a series of correction factors are applied on this reference CRR, for the purpose of assessing the variability due to normal effective and static shear stress states (i.e. K-sigma and K-alpha corrections) acting on the horizontal plane. In the literature, a number...
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K. Ö. Çetin,
Stress Scaling Factors for Seismic Soil Liquefaction Engineering Problems: A Performance-Based Approach, Perspectives on Earthquake Geotechnical Engineering
. 2015, p. 139.