Which of the following roller is used to compact the coarse-grained soil?
Vibratory roller
Soil compaction is a crucial process in construction to improve the engineering properties of soil, such as increasing shear strength, decreasing compressibility, and reducing permeability. The type of roller used for compaction depends significantly on the type of soil being compacted.
Soils are generally classified into two main categories based on particle size: coarse-grained soils and fine-grained soils.
Different rollers apply different compaction mechanisms (static weight, kneading, vibration, impact). The effectiveness of a roller type depends on how its mechanism interacts with the soil particles.
Let's examine the options provided and their typical applications:
Based on the primary mechanism and effectiveness on different soil types, the vibratory roller is the most suitable choice for compacting coarse-grained soil.
| Roller Type | Primary Mechanism | Most Suitable Soil Type |
|---|---|---|
| Drum roller | Static weight | Various (finish rolling, proof-rolling) |
| Pneumatic tyred roller | Static weight + Kneading | Cohesive soils, mixed soils |
| Vibratory roller | Static weight + Vibration | Coarse-grained soils (sands, gravels) |
| Tamping roller (Sheepsfoot) | Static weight + Tamping/Kneading | Cohesive soils (clays, silts) |
Therefore, for compacting coarse-grained soil, the Vibratory roller is the most effective option among the choices provided.
| Roller | Best for |
|---|---|
| Vibratory roller | Coarse-grained soils (sands, gravels) |
| Pneumatic tyred roller | Cohesive and mixed soils |
| Tamping roller | Cohesive soils (clays, silts) |
| Drum roller | General purpose, finish rolling |
Vibratory rollers work by transmitting dynamic forces into the soil layer. The frequency and amplitude of vibration are key parameters. The vibration temporarily liquefies or fluidizes the granular soil mass, drastically reducing internal friction. This allows gravity and the static weight of the drum to rearrange the soil particles into a denser configuration. This mechanism is particularly effective for non-cohesive materials like sand and gravel, where particle rearrangement is the primary mode of compaction, unlike cohesive soils where expelling water and air from voids is crucial.
Key factors influencing vibratory compaction effectiveness on coarse-grained soils include:
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Which of the following is NOT correct about the effects of compaction of soil?
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Which of the following type of roller is most suitable for proof rolling subgrades and for finishing operation of fills with clayey soils?