Method invented and developed by Menard Company in Late 1960’s Dynamic Compaction has been used on the numerous sites all over the world for various soil conditions and for a variety of applications such as: roads, airports, large halls
Technique involves repeatedly dropping a large weight from a crane Weight may range from 6 to 172 tons Drop height typically varies from 10 m to 40m Technology specification
Degree of densification achieved is a function of the energy input (weight and drop height) as well as the saturation level, fines content and permeability of the material 6 – 30 ton weight can densify the loose sands to a depth of 3 m to 12 m
Components Hook Boom Hoist Rope Kingpost Crawler Load cell Cab and control Counter weight Hook Hoist rope B oom Kingpost crawler Load cell Cab and control Counter weight
Dynamic compaction is done in 3 phases :- Phase one Phase two Phase three Each phase can have no of passes primary, secondary, tertiary, etc. Method
Spacing between impact points depend upon : Depth of compressible layer Permeability of soil Location of ground water level Deeper layers are compacted at wider grid spacing, upper layers are compacted with closer grid spacing
Deep craters are formed by tamping Craters may be filled with sand after each pass Heave around craters is generally small
Applicable for all type of granular soil This technique is particularly well adapted to non-organic, non-homogeneous fill and reclamation areas with variable characteristics It is effective in both saturated and un-saturated soils . The depth of the compaction most often varies between 3.0 and 7.0 m. Where to be used?
Expensive and time consuming Shock waves affect underground utilities in developed areas The soil can be treated as close as 3 m from underground services and can be treated 6 m from the sound structures Causes environmental pollution by making noise, gusts of air, vibrations Limitation