"Liquefaction exclusion criteria, based on peak ground acceleration (PGA) threshold value, are often included in seismic codes and recommendations. In this note, a rationale approach for setting the threshold is presented and a PGA limit of 0.09. g was found. This value is derived from a statistical analysis of the background data used to create some common verification charts for the liquefaction problem."
|Digital Object Identifier (DOI):||http://dx.doi.org/10.1016/j.soildyn.2013.07.011|
|Codice identificativo ISI:||WOS:000326415100002|
|Codice identificativo Scopus:||84883069679|
|Appare nelle tipologie:||1.1 Articolo in rivista|