โ Scribed by C.H. Loh; C.R. Cheng; Y.K. Wen
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Semi-empirical procedures for evaluating the liquefaction potential of saturated cohesionless soils during earthquakes are re-examined and revised relations for use in practice are recommended. The stress reduction factor (r d ), earthquake magnitude scaling factor for cyclic stress ratios (MSF), ov
## Abstract Previous studies indicate that the occurrence of a large earthquake might be predicted by anomalous temporal increase of the load/unload response ratio (LURR), which was often defined as the ratio of Benioff strain of small earthquakes released during loading and unloading time periods,
This paper presents a seismic wave energy-based method with back-propagation neural networks to assess the liquefaction probability. An empirical equation and Fourier spectrum of acceleration are employed, respectively, to calculate the seismic wave energy. Discriminant analysis is used to determine