Geophysics in Auckland covers a wide spectrum of non-invasive and minimally invasive subsurface investigation methods designed to map geological variability, locate buried structures, and define material properties before any intrusive work begins. The region’s complex geology, ranging from weathered Waitemata Group sandstones and siltstones to volcanic basalt flows and soft alluvial deposits, demands a careful combination of techniques. Under the New Zealand Geotechnical Society guidelines and in alignment with NZS 4402 and AS 1726, our geophysical surveys provide critical early-stage data that supports targeted investigation campaigns and reduces the risk of unforeseen ground conditions.
Field methodology in the Auckland area integrates electrical resistivity tomography, seismic refraction, multichannel analysis of surface waves (MASW), and ground-penetrating radar, selected according to site stratigraphy and project objectives. All acquisition and processing follow international ASTM standards adapted to local practice, with results calibrated against direct measurements from SPT (Standard Penetration Test) boreholes and In-Situ. This hybrid approach ensures that geophysical profiles are not interpreted in isolation but are anchored to physical soil and rock parameters, improving confidence in layer boundaries, rippability assessments, and the detection of cavities or paleochannels common in volcanic terrain.
Typical Auckland projects employing geophysics include pre-development site screening on the North Shore’s residual clay slopes, foundation design for mid-rise structures in the CBD where basalt flow contacts create sharp stiffness contrasts, and infrastructure corridors through reclaimed estuarine soils. On large greenfield subdivisions, reconnaissance geophysics is frequently paired with exploratory test pits to validate shallow anomalies, while deep investigations for tunnelling or stormwater retention shafts combine seismic velocity models with Ménard pressuremeter tests (PMT) to derive deformation moduli. The volcanic geology of the Auckland Volcanic Field makes void detection and scoria characterization particularly suited to electrical and electromagnetic methods.
Following data acquisition and processing, deliverables include 2D and 3D geophysical cross-sections, interpreted stratigraphic models, and a concise engineering report that directly relates geophysical signatures to geotechnical parameters. When integrated with undisturbed sampling (Shelby tube) and laboratory testing, the output provides a robust ground model that streamlines consenting under the Auckland Unitary Plan and supports safe, economical design. Our local experience and calibrated equipment fleet deliver high-resolution subsurface mapping, reducing borehole uncertainty and helping engineers and developers make informed decisions from concept through detailed design.
We design prestressed anchors that apply a compressive load to the ground. This active system locks in load immediately after stressing. Suitable for retaining walls, tiebacks, and excavation support. We specify corrosion protection, bond length, and testing criteria per NZGS.
Our passive anchor design relies on soil movement to engage resistance. No prestressing is applied. Common for soil nails, rock bolts, and temporary support. We calculate bond length based on site-specific vane shear or SPT data. Each design includes a clear factor of safety against pullout.
NZS 3404:1997 (Steel structures standard), NZS 4203:1992 (General structural design and loadings), NZGS Guideline: Anchor Testing and Design (2019)
Active anchors are prestressed after installation. They apply a constant load to the ground. Passive anchors only develop load when the structure moves. Active is better for permanent walls; passive is cheaper for temporary support.
We need soil type, shear strength, and groundwater level. For cohesive soils a vane shear or triaxial test gives undrained strength. For granular soils an SPT or CPT provides friction angle. We also check corrosion potential with pH and resistivity tests.
A standard design for a small wall takes 5 to 10 business days. Larger projects with multiple anchor levels require 2 to 3 weeks. This includes field testing, lab analysis, and reporting.
The cost range for anchor design in Auckland is NZ$1.690 to NZ$7.230. The exact cost depends on the number of anchor types, site complexity, and testing requirements. Contact us for a quote based on your project.
We serve projects across Auckland and its metropolitan area.