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New Zealand Journal of Geology and Geophysics· 2026Q1

Selected Physical and Geotechnical Properties of Loess in Wairarapa Valley, New Zealand

Alan Palmer

Short summary

Wairarapa loess, characterized by clay-rich textures and subsoil fragipans, exhibits extremely low hydraulic conductivity and poor construction material properties, leading to shallow landslides on gentle slopes when saturated.

AI-generated from the title and abstract; the full text is not read.

Key points

  • Wairarapa loess is clay-rich, with densities up to 1.8 Mg m−3 and subsoil fragipans.
  • Extremely low hydraulic conductivity is a key characteristic due to weathering and clay-rich textures.
  • Porewan loess and underlying lacustrine clays are identified as very poor construction materials based on Atterberg limit tests.
  • Saturated Pallic Soils derived from this loess are weak, prone to pugging, dispersion, and shallow landslides on gentle slopes.

AI-generated from the title and abstract; the full text is not read.

Abstract

Loess up to 10 m thick covers marine terraces, old river aggradation terraces, and gentle hill country slopes in Wairarapa, New Zealand. In the drier eastern and southern parts of Wairarapa, the loess is subject to dry summer and autumn and wet winter and spring in most years. Under these conditions, and in association with strongly seasonal evapotranspiration, the loess has formed Pallic Soils. The objective of this study is to define physical and geotechnical properties to explain the field behaviour of the loess in order to support applications in agriculture and engineering works. From the outset, Wairarapa loess may have been already more rich in clay than many other deposits around the world, because of the Mesozoic greywacke–argillite parent rock from which it was derived. Wairarapa loess is characterized by being very compacted, with subsoil fragipans with densities up to 1.8 Mg m −3 . In winter, water perches on the impermeable fragipan, saturating the soil above, often to the surface. Wetting and drying in this zone promotes weathering, clay formation and translocation. Ohakean and Ratan loess deposits are more silty than the underlying clay‐rich Porewan loess. Whereas the former loesses blew from extensive low angle aggrading fans, at least some of the Porewan loess was derived from lacustrine deposits on the floor of Wairarapa Valley. Textures of all Wairarapa loess, and particularly the Porewan loess, are clay‐rich. The weathering regime and textures result in extremely low hydraulic conductivity for the loess. Atterberg limit tests indicate that the loesses, particularly the Porewan loess and underlying lacustrine clays, are poor to very poor construction materials. Atterberg limits also help to understand the behaviour of wet Pallic Soils under stocking and traffic. Pallic Soils compact readily when moist and are very weak when saturated, acting as liquids when disturbed, resulting in extreme pugging, dispersion, and soil loss. Pallic Soils in Wairarapa are prone to shallow landslides, even on gentle slopes because of their loss of strength when saturated.

The authors' abstract, as published at the source. New Zealand Journal of Geology and Geophysics, 2026 · DOI ↗

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Field: Civil and Structural Engineering

Civil and Structural EngineeringEngineering