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Non-linear transient behavior during soil liquefaction based on re-evaluation of seismic records |
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| Institution: | 1. Aalto University, Department of Civil and Environmental Engineering, P.O. Box 12100, 00076 Aalto, Finland;2. Centre of Excellence for Geotechnical Science and Engineering, the University of Newcastle, 2308 NSW, Australia |
| Abstract: | |
| Keywords: | Soil liquefaction Frequency-shift Pulse wave Cyclic mobility Non-stationary Fourier spectrum Maximum amplitude spectrum Frequency ratio of dominant components Deterioration ratio of soil stiffness |
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