Deep Cement Stabilisation (DCS) Method

Improvement Principle Solid
Relative mixing caused by the reverse rotation of outer & inner blade to mix the curing agent the slurry & the ground uniformly so as to create a uniformly improved substance. It is able to form max 2.5m diameter improved substance to reduce construction period & construction cost .
Advantages Able to reduce the work duration & construction cost by large diameter.
Able to produce uniform improved substance through composite relative mixing.
Able to apply to hard ground because of its heavy duty mixing equipment.
Disadvantages Construction cost is high as compared to compaction method.
Unable to perform installation work close to structures due to mechanical stirrer.
Need to dispose the upheaval soil as construction work in progress.
Applicable Ground Mostly all types of soil such as sandy soil, cohesive soil, and organic soil etc.
Objectives Structural Foundation, Prevent Slip Circle, Prevent Settlement, Prevent Liquefaction
Improvement Effectiveness Cohesive Soil Increase Strength
Reduce Settlement
Suppress Shear Deformation
Sandy Soil Reduce Settlement
Prevent Liquefaction
Specification Pile Cross Section Area Single Shaft 0.785 ~ 2.01m² , 4.9m²
Pile Arrangement
Block Type , Wall Type , Square Type ,Pile Type
Pile Spacing 1.1m ~ 2.8m
Improvement Rate 20% ~ 100 %
Penetration Depth Max GL -36m
Penetration Strength Max N-value <40
Material Cement Slurry
Environment Vibration Small
Noise Small
Ground Displacement Comparatively small