Deep Soil Mixing

SR-40 rig forming soil-cement columns to 19 m — retention, ground improvement, and hydraulic cut-off barriers.

DEEP SOIL MIXING

Deep Soil Mixing (DSM) transforms weak or problematic ground into engineered soil-cement columns without excavation. Our SR-40 rig installs columns from 800 mm to 1.0 m in diameter to depths of up to 19 m, forming discrete improvement elements or overlapping them to produce continuous retention and cut-off walls. The DSM process mixes a cementitious binder directly into the native soil, which means no material is removed and no engineered fill is required.

The technique is particularly efficient for large-volume ground improvement programmes and for projects where spoil disposal is constrained. DSM is also well suited to landslide repair — passive column inclusions installed through the failure plane can reinforce the sliding mass and restore road or site stability. At Wimbledon Road in Central Hawke's Bay, 126 DSM columns were installed to stabilise an active landslide that had closed a rural road, delivering a permanent repair at significantly lower cost than full slope reconstruction. All DSM works are designed and supervised by GSI NZ's in-house geotechnical engineers, with QA confirmed through post-installation coring and UCS testing.

APPLICATIONS

  • Ground improvement on infrastructure and commercial projects across soft alluvial clays, peats, and variable coastal deposits in New Zealand
  • Liquefaction mitigation: overlapping DSM columns installed in a grid or panel arrangement to significantly reduce the liquefaction susceptibility of treated ground
  • Landslide repair: passive column inclusions installed through the failure plane to reinforce the sliding mass and restore road or site stability
  • Retaining wall construction in constrained urban sites, with overlapping columns forming continuous walls supporting lateral earth pressures without noise, vibration, or spoil

GSI NZ CAPABILITY

  • SR-40 rig purpose-built for deep soil mixing, with columns from 800 mm to 1.0 m diameter, to depths of up to 19 m
  • In-house geotechnical engineers specify column geometry, binder dosage, and treatment patterns based on site investigation data and project performance requirements
  • Real-time monitoring records binder consumption and mixing depth for every column; post-installation sampling confirms treated material meets specification
  • SiteWise Gold accredited, NZ Transport Agency Waka Kotahi pre-qualified for State Highway geotechnical and slope works, Totika Listed

THE GSI DIFFERENCE

ONE TEAM.
ONE CONTRACT.

  • Discrete columns or continuous walls from the same rig: isolated grid-pattern columns for foundation improvement, overlapping secant walls for earth retention and groundwater cut-off.
  • No excavation, no spoil disposal; binder is added in-place, delivering significant programme and cost savings on large-volume ground improvement projects.
  • DSM integrates with in-situ mass stabilisation, jet grouting, and CFA piling under one contract — all ground treatment disciplines, one engineering team, full accountability.

HOW WE APPROACH DEEP SOIL MIXING

Step 1

Ground Investigation & Column Design

Soil sampling and laboratory testing define native soil properties. Binder type and dosage are confirmed through mix design testing. Column layout (isolated, grid, or continuous wall) is designed to meet the specific load or cut-off requirement.

Step 2

Installation

The SR-40 rig penetrates to design depth while injecting binder slurry under controlled pressure. Mixing is performed during both the penetration and withdrawal strokes. Steel sections or reinforcement can be installed into fresh columns where structural capacity is required.

Step 3

QA & Verification

Installation data (penetration rate, binder volumes, rotation counts) is recorded for every column. Coring at agreed intervals provides post-installation UCS testing, and permeability testing is carried out where cut-off performance is the primary criterion.

CASE STUDY

Wimbledon Road

Central Hawke's Bay District Council engaged GSI NZ to repair an active landslide on Wimbledon Road that had closed a rural road. The solution used 126 DSM columns installed through the failure plane to reinforce the sliding mass and restore road stability.

The DSM approach avoided the need for full slope reconstruction, delivering a permanent repair at significantly lower cost and with minimal disruption to the surrounding farmland. The design/build model allowed the column layout to be refined in real time as performance data returned from the field.

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Deep Soil Mixing
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GSI introduced deep soil mixing to New Zealand and remains the most experienced contractor for this technique in the country. Talk to us about your project.

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