Selecting the appropriate road roller based on different compaction materials is crucial for ensuring engineering quality and efficiency. The core lies in matching the compaction principle and roller characteristics of the road roller with the physical properties of the material. Below is a selection guide for three typical materials: asphalt, subgrade soil, and crushed stone:
Asphalt mixture is a thermoplastic material, and its compaction effect directly affects the smoothness, density, and service life of the pavement.
High-Temperature Rapid Compaction: Must be completed before the asphalt cools and hardens; otherwise, compaction will be difficult.
Uniform Compaction: Avoid local over-compaction or under-compaction to prevent aggregate crushing.
Surface Smoothness: The final pavement must be smooth with no wheel tracks.
Usually adopt the combination of "double drum vibratory road roller + pneumatic tire roller".
Avoid using heavy-duty, large-amplitude vibratory road rollers for long-term rolling at high temperatures to prevent aggregate crushing and pavement shoving.
Subgrade soil includes various types such as cohesive soil, sandy soil, and silty soil. The compaction goal is to improve strength and stability.
Deep Compaction: Need to transmit compaction energy to the deep subgrade.
Moisture Content Control: The compaction effect is closely related to soil moisture content and should be compacted near the optimal moisture content.
Uniformity: Ensure consistent compaction degree in all parts of the subgrade.
For sandy soil and gravel soil, priority should be given to large-tonnage, high-exciting-force single drum vibratory road rollers.
For cohesive soil, sheep's foot rollers or pneumatic tire rollers can be selected.
Avoid compaction when soil moisture content is too high or too low.
Crushed stone and graded crushed stone are often used for pavement base or subbase, and their compaction goal is to form a stable skeleton structure.
Particle Interlock: Need to make crushed stone particles interlock tightly to form strong internal friction.
Reduction of Segregation: Minimize the separation of crushed stone particles during compaction.
Smoothness: Provide a good foundation for subsequent surface paving.
Priority should be given to vibratory road rollers, and vibration parameters (frequency, amplitude) need to be adjusted according to crushed stone particle size and gradation.
Avoid using excessive static load or too high amplitude to prevent crushed stone particle crushing.
Asphalt Mixture: Double Drum Vibratory Road Roller (initial/intermediate rolling) + Pneumatic Tire Roller (intermediate/finish rolling) + Smooth Drum Static Road Roller (finish rolling).
Subgrade Soil (Sandy/Gravel): Single Drum Vibratory Road Roller.
Subgrade Soil (Cohesive): Sheep's Foot Roller or Pneumatic Tire Roller.
Crushed Stone / Graded Crushed Stone: Single Drum Vibratory Road Roller or Double Drum Vibratory Road Roller.
When selecting, factors such as project scale, operating environment, and cost budget should also be comprehensively considered to achieve the best compaction effect and economic benefits.