Advancing Slope Stability Practice in New Zealand: The NZGS Guidelines and their application in Greywacke
- Proceedings
- EUROCK 2026
- Pages
- 745-750
- Submitted
- 28 January 2026
- Accepted
- 15 June 2026
- Published
- 12 August 2026
Summary
Abstract
The New Zealand Geotechnical Society (NZGS), in collaboration with the New Zealand Natural Hazards Commission (NHC), is developing a modular Slope Stability Guidance series to support consistent and reliable assessment of landslides and slope instability across New Zealand. This paper presents Unit 7C.2 of the guidance series, which addresses slope stability in Torlesse greywacke, New Zealand’s most widespread basement rock and a material commonly associated with landslides triggered by rainfall and seismic loading. Torlesse greywacke is characterised by intense deformation, heterogeneous weathering, and closely spaced, variably persistent discontinuities, resulting in complex slope failure mechanisms that challenge conventional rock slope assessment approaches. The paper demonstrates how the guidance was developed, by synthesising recent New Zealand earthquake case histories, published laboratory test data, and practitioner experience. This approach resulted in practical, engineering‑focused guidance for characterising greywacke rock masses, interpreting failure mechanisms and selecting appropriate strength parameters for stability analysis. By addressing the challenges associated with typical site investigation constraints especially in urban environments, Unit 7C.2 streamlines slope stability assessments in New Zealand, while it enhances their reliability and consistency. The principles and approaches adopted in the development of the guidance could be applicable to other similar rock conditions and steep landslide prone terrain worldwide.
Index terms
Keywords
Full text
Attachments
Works cited
References
- Bandis, S. (1993). Engineering properties and characterization of rock discontinuities. (J. Hudson, Ed.) Comprehensive Rock Engineering: Principles, Practice and Projects, 1, 155-183.Pergamon Press, Oxford.
- Begg, J. G., & Mazengarb, C. (1996). Geology of the Wellington area. Scale 1:50,000. Lower Hutt.: Institute of Geological & Nuclear Sciences,Lower Hutt, New Zealand
- Hoek, E., Carranza-Torres, C., & Corkum, B. (2002). Hoek-Brown failure criterion-2002 edition. Proceedings of NARMS-Tac, 1(1), pp. 267-273. Toronto, Canada, July 7–10, 2002. University of Toronto Press.
- Mason , D., & Brabhaharan, P. (2024). Lessons from the 2016 Kaikōura earthquake for design of cut and fill slopes in New Zealand. Proceedings 8th International Conference on Earthquake Geotechnical Engineering. (8ICEGE), Osaka, JapanMay 7–10, 2024.
- NZGS. (2025). NZGS Guidelines - Slope Stability Guidance - Available Units. Retrieved from nzgs.org: https://www.nzgs.org/libraries/slope-stability-guidance-available-units/. Accessed February 2026.
- NZGS. (2025). Slope Stability Guidance Unit 7C.2 – Torlesse Greywacke. Retrieved from nzgs.org: https://www.nzgs.org/slope-stability-guidance-unit-7c-2-torlesse-greywacke/. Accessed February 2026
- Price, R., Mortimer, N., Smith, I., & Maas, R. (2015). Whole rock geochemical reference data for Torlesse and Waipapa terranes, North Island, New Zealand. New Zealand Journal of Geology and Geophysics, 58(3), 213-228.https://doi.org/10.1080/00288306.2015.1026832
- Read, S., Richards, L., & Perrin, N. (1999). Applicability of the Hoek-Brown Failure Criterion to New Zealand Greywacke Rocks. Proceedings of the 9th International Congress on Rock Mechanics, pp. 655–660,Paris France, 25–28 August 1999.
- Singeisen, C., Massey, C., Wolter, A., Kellett, R., Bloom, C., Stahl, T., .Jones, K. (2022). Mechanisms of rock slope failures triggered by the 2016 Mw 7.8 Kaikoura earthquake and implications for landslide susceptibility. Geomoprhology(415), 4-17.https://doi.org/10.1016/j.geomorph.2022.108386
- Stantec, (2023). 16 – 18 Woodhouse Avenue Landslide – Design Statement. Wellington City Council, Wellington, New Zealand.
- Suneson, N. (1993). The geology of the Torlesse complex along the Wellington area coast, North Island, New Zealand. New Zealand Journal of Geology and Geophysics., 36, 369-384.https://doi.org/10.1080/00288306.1993.9514582
- Tonkin + Taylor. (2022). Woodhouse Avenue Karori. Initial Inspection Report, Wellington City Council, Wellington.