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FAQ Compaction

Method selection

This section will provide specific answers to questions related to the comparison of the compaction techniques

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CDC vs Vibro Compaction: which technique should be selected?

Both CDC (Cofra Dynamic Compaction) and Vibro Compaction are densification techniques used to improve loose granular soils. However, they transfer energy into the ground in different ways and are therefore suitable for different project conditions. The choice between CDC and Vibro Compaction depends primarily on the required treatment depth.

In general, CDC is often the most economical solution for treatment depths up to approximately 8 m. Beyond this depth, Vibro Compaction is frequently the preferred densification method because the energy is introduced directly at depth. Recent developments in Rapid Impact Compaction equipment, including hammer weights of up to 20 tonnes, are gradually extending the effective range of surface compaction methods.

CDC improves the soil by repeatedly applying high-energy impacts at the ground surface. The resulting shear waves densify the surrounding soil and are particularly effective in loose sands and reclamation fills at shallow to intermediate treatment depths, typically up to around 8 m. Because the equipment operates entirely from the surface, CDC can achieve very high production rates with relatively simple logistics and limited mobilisation requirements. The treatment of a single location is often completed within only a few minutes.

Vibro Compaction improves the soil using a vibrating probe that is inserted directly into the ground. Since the energy is introduced at the required depth, Vibro Compaction is capable of treating significantly deeper granular deposits than surface compaction methods. It is therefore often selected for deep densification projects and deep liquefaction mitigation works. Because the probe must penetrate the soil and treatment is carried out along the full depth of the profile, the treatment time per location is generally longer than for CDC.

In many projects, a combination of both techniques can provide the most economical solution. For example, CDC may be used for the shallower portions of a development while Vibro Compaction is applied only where deeper treatment is required.

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CDC vs Dynamic Compaction: what is the difference?

CDC (Cofra Dynamic Compaction) and conventional Dynamic Compaction are both ground densification techniques that improve loose granular soils through the application of impact energy. The main difference lies in the way the energy is transferred to the ground and the resulting treatment depth.

Conventional Dynamic Compaction uses a heavy weight that is repeatedly dropped from a significant height onto the ground surface. The resulting stress waves densify the soil at depth. Because of the high energies involved, Dynamic Compaction is particularly suitable for large open sites, thick reclamations and projects requiring treatment depths of up to approximately 10 m.

CDC uses a hydraulic hammer operating at high frequency on a steel foot that remains in contact with the ground surface. Rather than applying a limited number of very high-energy impacts, CDC applies a large number of controlled impacts in a relatively short period of time. This results in a more controlled treatment process, lower vibration levels and higher production rates. Typical treatment depths are up to approximately 8 m, although recent developments, including the introduction of 20-tonne hammers, continue to extend the effective treatment range of the technique.

The main differences between the techniques are:

• Energy transfer mechanism
• Required working space
• Generated vibration levels
• Treatment depth
• Production rate
• Mobilisation requirements

CDC is often preferred where treatment depths are moderate, site logistics are important or vibration levels need to be controlled. Because the equipment remains in contact with the ground, the process is highly efficient and individual treatment locations can often be completed within only a few minutes.

In many projects, CDC provides the most economical solution when the required treatment depth falls within its effective range. Dynamic Compaction may become attractive when deeper improvement is required and the site conditions permit the use of high-energy drop-weight equipment.

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CDC vs Stone Columns: which method is more suitable?

CDC (Cofra Dynamic Compaction) and Stone Columns are both ground improvement techniques, but they address different geotechnical challenges and improve the ground through different mechanisms.

CDC improves loose granular soils by increasing their density through the application of repeated impact energy at the ground surface. The resulting shear waves rearrange the soil particles into a denser configuration, increasing bearing capacity, reducing settlements and improving liquefaction resistance.

Stone Columns improve the ground by installing columns of compacted aggregate within the soil. These columns reinforce the ground, provide load sharing, improve drainage and increase the overall stiffness of the soil mass. Stone Columns are therefore often considered where both settlement reduction and bearing capacity improvement are required, or where the soil conditions approach the practical limits of compaction techniques.

For liquefaction mitigation, Stone Columns are frequently selected in soils with higher fines contents, where densification techniques become less effective. They are also commonly applied in soft cohesive soils, silty soils and mixed ground conditions where reinforcement of the soil mass is required. In these situations, the existing soil may not be capable of supporting the required loads through densification alone.

The key distinction is that CDC improves the existing granular soil by densifying it, whereas Stone Columns introduce additional load-carrying elements into the ground. As a result, CDC is often preferred where a granular soil profile already exists and densification can provide the required improvement. Stone Columns are more likely to be selected where soil reinforcement is required in addition to settlement control.

In some projects, both techniques may be technically feasible. In such cases, the final selection is typically based on a comparison of the soil conditions, required performance, construction schedule and overall project economics. A practical rule of thumb is that CDC is most attractive when the existing soil can be improved sufficiently through densification alone. When higher stiffness, greater settlement reduction or improved performance in soils with elevated fines contents is required, Stone Columns often become a more attractive solution. In many projects, the choice is ultimately driven by the required performance rather than by the treatment technique itself.

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Vibro Compaction vs Stone Columns: which technique should be selected?

Vibro Compaction and Stone Columns are both ground improvement techniques that use vibrating probes, but they improve the ground through different mechanisms and are suitable for different soil conditions.

Vibro Compaction densifies the existing soil by rearranging the soil particles into a denser configuration. The technique is most effective in loose granular soils such as clean sands, reclamation fills and hydraulic fills, where the particles can readily move under the influence of vibration.

Stone Columns improve the ground by introducing compacted aggregate columns into the soil. These columns not only provide drainage but also reinforce the ground through load sharing and increased stiffness. Stone Columns can therefore be effective in soil conditions where Vibro Compaction alone would not provide sufficient improvement.

The choice between Vibro Compaction and Stone Columns depends mainly on:

• Soil type and grading
• Fines content
• Required bearing capacity
• Settlement requirements
• Liquefaction considerations
• Treatment depth
• Construction schedule
• Project economics

Vibro Compaction is generally preferred where the soil consists predominantly of loose granular materials with relatively low fines contents. Under these conditions, densification of the existing soil is often the most economical solution.

Stone Columns are frequently selected in silty soils, mixed ground conditions and soft cohesive soils where reinforcement is required in addition to densification. They are also often considered where the fines content is too high for Vibro Compaction to be fully effective or where additional stiffness is required.

For liquefaction mitigation projects, Vibro Compaction is often the preferred solution in clean sands and reclamation fills. Stone Columns may become attractive where soils contain elevated fines contents or where both liquefaction mitigation and settlement reduction are required.

The final selection is typically based on a comparison of the soil conditions, required performance and overall project economics. In many projects, both techniques may be technically feasible, making the economic comparison an important part of the design process.

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Is there a difference between RIC, CDC and Impulsverdichting?

In practice, the terms RIC (Rapid Impact Compaction), CDC (Cofra Dynamic Compaction) and Impulsverdichting are often used interchangeably, as they all belong to the family of high-frequency impact compaction techniques. However, differences can exist in equipment configuration, hammer weight, impact frequency, energy transfer and the terminology used by different contractors.

All three techniques improve loose granular soils by repeatedly applying impact energy at the ground surface. The resulting stress waves and shear waves rearrange the soil particles into a denser configuration, increasing bearing capacity, reducing settlements and improving liquefaction resistance.

As a general rule, higher energies allow greater treatment depths, provided the soil conditions are suitable. The introduction of heavier hammers has continuously increased the effective treatment range of impact compaction techniques. Cofra currently operates the largest impact compaction hammer in the market, with a hammer weight of 20 tonnes and a drop height of 1.5 m, allowing treatment of increasingly challenging soil conditions.

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