Gravelly soil (i.e. gravelly sands, sandy gravels, and uniform gravels) is generally recognized to have no or very low liquefaction potential. However, historically few case histories exist where observations of liquefied gravelly soils have been made, e.g. 1983 Borah Peak, Idaho earthquake (Youd et al….
Pumice materials, which are problematic from engineering viewpoint, are widely spread in many parts of North Island. Following the 2010-2011 Christchurch earthquakes, a clear understanding of their properties under earthquake loading is necessary. For example, the 1987 Edgecumbe Earthquake showed occurrences of localised liquefaction in…
Abstract The site subsoil classes used in Tauranga often rely on relatively shallow ground investigation data, and a site subsoil class C (shallow soil) is often used for seismic design outside of areas dominated by Holocene materials. In this study, active- and passive-source surface wave…
