RIC vs. Dynamic Compaction: selection factors and limitations

Rapid Impact Compaction (RIC) and Dynamic Compaction (DC) both densify granular soils by impact. They differ in how much energy each blow delivers, how deep that energy reaches, how closely the work can be controlled and how near to existing assets it can be done.

By the GEODEN technical team · Published

How each method applies energy

Dynamic Compaction drops a heavy weight in free fall from a crane. Each drop delivers a large amount of energy, so relatively few drops are applied at each point, in phases on offset grids.

Rapid Impact Compaction uses a hydraulic hammer striking a steel foot that stays in contact with the ground. Each blow delivers less energy, but blows follow one another quickly, and the rig records the foot penetration for every blow.

Side-by-side comparison

FactorDynamic CompactionRapid Impact Compaction
Energy per impactHigh: free-fall weightLower: hydraulic hammer on a foot in contact
Depth of improvementDeeperShallow to moderate
Control at each pointDrops and crater depth recorded per printBlows and penetration data-logged per point
Flying debrisExclusion zone neededMinimal: the foot stays on the ground
Equipment and accessHeavy crawler crane; large open siteExcavator-mounted rig; more mobile, suits smaller areas
Suitable soilsGranular soils and fillsGranular soils and fills

Both methods respond poorly in saturated fine-grained soils (clays and silts), where impact energy raises pore-water pressure instead of densifying the soil.

The main selection factors

  • Required depth of improvement, from the design and the site investigation.
  • Soil type, fines content and groundwater level.
  • Distance to structures, buried services and site boundaries.
  • Size and shape of the treatment area, and access for the equipment.
  • Programme and the working platform available.
  • How the result will be verified and what the acceptance criteria are.

Using both on one site

The two methods are often complementary. On some projects DC is used in open areas where depth is needed, and RIC is used close to boundaries or existing assets, where vibration must be kept lower.

What neither method replaces

Both methods still need a site investigation, a trial area and verification testing, because the achievable depth and the production parameters are established on site.

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