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New Plymouth CBD Site Subsoil Class: Results from ground investigation

New Plymouth CBD Site Subsoil Class: Results from ground investigation

Abstract The geological profile of a site and hence the determination of a site subsoil class can have a significant influence on the selection of a design peak ground acceleration (PGA) as derived from NZS 1170.5 (2004). At the New Plymouth Central Business District (CBD),…

Defining importance levels for the design of retaining walls

Defining importance levels for the design of retaining walls

Abstract Retaining wall design does not typically differentiate between levels of importance, particularly for static design. Walls that are more important, for example supporting importance level four buildings, are often designed to the same safety margins as relatively unimportant walls. Indeed, it can be argued…

Dynamic behaviour of undisturbed natural pumiceous soils

Dynamic behaviour of undisturbed natural pumiceous soils

Abstract The maximum shear modulus and liquefaction resistance of soils are fundamental input parameters in the non-linear dynamic analyses of soil structures. This paper focuses on the dynamic behaviour of natural pumiceous soils, which originated from a series of volcanic eruptions centred in the Taupo…