Wet soil mixing, also known as the deep mixing method, improves the characteristics of weak soils by mechanically mixing them with cementitious binder slurry.

wet soil illustration

Common uses

Road and railway embankments
Support of strip, pad and slab foundations
Bridge supports and abutments, wind-turbine foundations
Retention systems and excavation support
Slope stabilization


A powerful drill advances a mixing tool as binder slurry is pumped through the connecting drill steel, mixing the soil to the target depth. Additional mixing of the soil is completed as the tool is withdrawn to the surface. 

This process constructs individual soilcrete columns, rows of overlapping columns or 100% mass stabilisation, all with a designed strength and stiffness. 


Quiet and vibration free
Environmentally-friendly as uses readily available materials
Almost no spoil
Can replace more expensive deep foundation methods
Flexible in application
Reduces construction time

Quality assurance

Quality is controlled and assured through column installation protocols and the results of relevant laboratory and field-verification tests. Each column is provided with a chart-log, which typically comprises: element identification, mixing tool details, mixing depth, mixing time, slurry specification, injection flow rate and pressure, total volume of slurry used, mixing tool velocities and rpm during penetration and withdrawal and torque of the shaft.

The mixing energy and binder content is calculated from this information to match design requirements.

Specimens of stabilised soils for testing are usually obtained from fresh columns with a wet grab.

Advanced core drilling and other field-testing methods can also be used to obtain specimens and to inspect the continuity, uniformity and stiffness of deep soil mixing columns. The selection of suitable verification methods depends on their relevance, accuracy and applicability in relation to the purpose and pattern of soil treatment and design properties of stabilised soil.