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Shear wave velocity characteristics of Nelson-Tasman regional deposits

Shear wave velocity characteristics of Nelson-Tasman regional deposits

ABSTRACT This paper presents proposed shear wave velocity-depth relationships for six prominent geological formations from the Nelson-Tasman area. Shear wave velocity profiles were developed for a selection of sites across the Nelson-Tasman Region using a combination of active source and passive source surface wave testing…

Tauranga’s Western Zone: A regional-scale liquefaction case study

Tauranga’s Western Zone: A regional-scale liquefaction case study

ABSTRACT Tauranga is one of New Zealand’s fastest growing cities and port economies. The city is susceptible to many natural hazards therefore resilience planning is imperative to its future. As part of Tauranga City Council’s Resilience Programme, a city-wide liquefaction study has been completed, comprising…

Managing ongoing debris flow risk in Roxburgh, Otago

Managing ongoing debris flow risk in Roxburgh, Otago

ABSTRACT On 26th November 2017 a localised thunderstorm cell over the hills behind Roxburgh, Central Otago, produced up to an estimated 150mm of rain over a three-hour period. Four catchments experienced severe flooding and sediment movement (debris flows or debris floods), resulting in significant sediment…

Liquefaction exposure and impacts across New Zealand State Highways

Liquefaction exposure and impacts across New Zealand State Highways

ABSTRACT New Zealand State Highways are exposed to a range of natural hazards including earthquake triggered liquefaction and lateral spreading. Using a recently developed geospatial model, a framework to assess the liquefaction risk across the State Highway network was proposed, combining liquefaction probability, recurrence and…

Design evolution of two NDRRA sites

Design evolution of two NDRRA sites

  ABSTRACT This paper describes the design evolution of two NDRRA (Natural Disaster Relief and Recovery Arrangements) sites, designated as 9501 and 4551, damaged in March 2017 by Category 4 Severe Tropical Cyclone Debbie and associated intense rainfall and subsequent flooding. The sites were two…

CETANZ best practice for CPT testing in NZ

CETANZ best practice for CPT testing in NZ

ABSTRACT Cone Penetration Testing (CPT) is commonly used in routine geotechnical investigations throughout NZ. It provides a valuable resource for the geotechnical profession. However, different contractors undertake CPT testing in slightly different ways, and they may not necessarily follow recognised international standards for the test….

Direct design of driven timber piles using CPT: A case study

Direct design of driven timber piles using CPT: A case study

ABSTRACT Driven timber piles are a common pile type used in New Zealand. Established direct design methods from CPT, such as the LCPC method (Bustamante and Gianeselli, 1982), do not include driven timber piles as a specific pile type in those methods. In this study,…

Simulation of piles subjected to excavation or embankment loading

Simulation of piles subjected to excavation or embankment loading

ABSTRACT This paper provides investigation into response of (forward-rotated or backrotated) piles subjected to embankment loading, in light of 2-/3-layer models. First, recent advance is briefly reviewed concerning range of parameters used to model piles subjected to excavation and embankment loading. Second, simulations of six…