| Customization: | Available |
|---|---|
| Type: | Rammer |
| Pressure Pile Driver Type: | Rammer |
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| Ramming ability | 350/800 t m |
| Permissible rammer weight | 17.5/40 ton |
| Max.fall distance | 20/20 m |
| Boom length | 19~25/19~28 m |
| Operation angle | 61~78/57~63 ° |
| Working Radius | 7~11/12~14.8 m |
| Ground contact length | 5200 mm |
| Track | 4000 mm |
| Track shoe width | 760 mm |
| Hoist rope diam | 28 mm |
| Parts of line for hoist rope | 3, 6 |
| Weight | 33 ton |
| Dimension | 8.0*3.36*3.3 m |
| Ground Pressure | 0.068 Mpa |
| Power | 192 kW |
Dynamic compaction is a method that is used to increase the density of the soil when certain subsurface constraints make other methods inappropriate. It is a method that is used to increase the density of soil deposits. The process involves dropping a heavy weight repeatedly on the ground at regularly spaced intervals. The weight and the height determine the amount of compaction that would occur. The weight that is used, depends on the degree of compaction desired and is between 8 tonne to 36 tonne. The height varies from 1m to 30m.
Dynamic compaction is a ground improvement technique that densifies soils and fill materials by using a drop weight. The drop weight, typically steel, is lifted by a crane and repeatedly dropped onto the ground surface. Vibrations transmitted below the surface improve soils at depth. The drop locations are typically located on a grid pattern, the spacing of which is determined by the subsurface conditions and foundation loading and geometry.
Treated granular soils and fills have increased density, friction angle, and stiffness. In shallow karst geologies, dynamic compaction has been used to collapse voids prior to construction to reduce sinkhole potential. It has also been used to compact construction debris and urban fill as well as sanitary landfills prior to construction of parking lots, roadways, and embankments. The removal of compressible, contaminated fills can sometimes be avoided.
Capable of compacting a wide variety of weak soils
Treated granular soils and fills have increased density, friction angle, and stiffness
Can improve soil conditions on marginal sites to extent that shallow foundations can be used without deep excavation or piling
Removal of compressible, contaminated fills can sometimes be avoided
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