What Auckland clients say
“Sam and the team at Chambers Consultants are absolute professionals and provide excellent service and communication. They helped us recently with a complex pre purchase inspection and saved us from making a big mistake!”
Jeremy M., Google review
“The team was professional, reliable, and delivered high-quality results on time. Very responsive and easy to work with—I highly recommend them for any geotechnical needs.”
Hossein G., Google review
“Good reliable Consultant Engineers, technically sound.”
Shahid A., Google review
Read all reviews on Google · Geotechnical engineers in Auckland · What a geotechnical report costs
Frequently asked questions
When do I need a slope stability assessment?
A slope stability assessment is generally needed where the site is on or near a slope steeper than about 1 in 5, where council hazard maps identify a landslide or instability area, where there is evidence of past movement such as tension cracks, hummocky ground, leaning trees or a slumped retaining wall, where cut or fill is proposed on a slope, or where a building is proposed within the zone of influence of a slope above or below it. Auckland Council will generally require one before granting consent on these sites.
What does a slope stability assessment involve?
It involves a geomorphological walkover to map slope form and any signs of past movement, intrusive investigation to establish the soil profile, strength parameters and groundwater levels, development of a ground model and cross-sections through the critical slope, limit-equilibrium stability analysis to calculate factor of safety under static and seismic conditions, assessment against the accepted criteria, and, where the factor of safety is inadequate, design of remedial measures such as regrading, subsoil drainage, soil nailing, anchored walls or piled retention.
What factor of safety is required for a slope in New Zealand?
For a permanent slope supporting a building, a static factor of safety of about 1.5 is normally sought, with a lower value accepted under the seismic case, in line with New Zealand Geotechnical Society and MBIE guidance. The value expected depends on the consequence of failure, the confidence in the ground model, and the requirements of the consenting authority, so the target is set case by case and stated explicitly in the report.
My retaining wall is leaning. What should I do?
Stop loading the ground above it, keep water away from it, and have it assessed before it fails, because remediation costs escalate sharply once a wall has moved. An assessment establishes whether the movement is the wall itself, the ground behind it, or a deeper slope instability, which are three different problems with three different fixes. We assess existing walls, determine the mechanism, and design the remedial structure.