In Auckland, a robust geotechnical investigation is the essential first step for any construction or earthworks project, directly informing safe and economical design. The region's complex geology, shaped by its volcanic field and underlain by Waitematā Group sandstones and siltstones, combined with weathered residual soils, demands a thorough understanding of subsurface conditions. Our investigation services align with the requirements of the New Zealand Building Code (Clause B1) and are guided by NZGS guidelines and standards such as NZS 4402. We begin with targeted investigation planning, often commencing with exploratory test pits to visually assess shallow strata, which is critical for identifying fill, services, and root systems before advancing to deeper mechanical methods.
Our field methodology strictly adheres to New Zealand and international standards to ensure data of the highest integrity. We deploy a range of in-situ tests to characterise soil and rock properties directly within their natural environment. The Standard Penetration Test (SPT), performed in accordance with NZS 4402 Test 6.5.1, provides a direct measure of soil density and strength in boreholes. For a more refined stiffness and strength profile, particularly in sensitive Auckland clays, we utilise the Ménard pressuremeter test (PMT). These methods are complemented by other In-Situ techniques to capture a complete picture of geotechnical behaviour, moving beyond the limitations of point-source data.
Auckland's diverse project landscape, from large-scale greenfield subdivisions in Drury to complex commercial basements in the CBD and critical infrastructure upgrades, presents unique geotechnical challenges. For instance, assessing the compaction of structural fill for residential platforms commonly requires a field density test (sand cone method), a direct and reliable method we perform to NZS 4402 Test 5.1.1. On major brownfield sites, understanding the permeability of reworked soils is vital for dewatering design, which we evaluate through field permeability tests (Lefranc/Lugeon). These tests provide essential design parameters for retaining walls, foundations, and stormwater management systems, mitigating risks associated with groundwater and soil instability.
The investigation process culminates in a comprehensive factual and interpretative report, transforming raw field data into a clear geotechnical model. This is underpinned by the quality of our sampling; undisturbed sampling using a Shelby tube allows for accurate laboratory strength and compressibility testing of cohesive soils, a critical input for settlement analysis. Our deliverable provides you with a complete set of parameters—from bearing capacity to seismic subsoil class—in a format ready for your structural and civil designers. The ultimate value lies in de-risking your project from the ground up, ensuring compliance with Auckland Council consenting requirements and providing a foundation for optimised, cost-effective construction.
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.