How to Compact Granular Soils
Alternatives When Compacting Granular Soils
Granular soils are described as the type of soils where cohesion between particles of the soil is absent or minimal. Working and compacting on granular soils such as sands and gravels is a really hard job to perform. Due to their composition, water can enter or leave the voids with relative ease. If voids in the sand are completely filled with water or are completely dry there are no forces holding the sand particles.
Applying vibration to those particles will tend to create a dense configuration. However, the amount of water in the voids of the granular soils will affect the cohesion between the particles. Dumping sand or gravel from the bed of a truck or from a scraper places the granular material in a relatively loose condition, particularly if the sand contains only a small amount of surface moisture. This material must be compacted so it can provide the required strength. If the material is not compacted, then it can lead to settlements in the future.
This type of equipment is designed to consolidate granular soils to a high density, compacting very efficiently to shallow depths. They come in different sizes and different tons capacity. This type of equipment will work great when the soil is placed in a confined space.
Flat Plate Vibrators
There are excellent flat plate vibrators, with a gasoline engine mounted to a unit that causes a flat skid plate to vibrate. These will do an excellent job on sands and small gravels, compacting to a depth or lift thickness of about 6 inches. Commonly used on small tranches and for small diameters pipe installation. Because of their limited power and impact force, it is not recommended when lifts are thicker than 6 inches.
The vertical vibration in the pile disturbs or ‘liquefies’ the soil and causes the soil particles to lose their frictional grip on the pile. The pile moves downward under its own weight, plus the weight of the vibratory hammer. The amplitude of at least one inch is usually required to cause enough soil disturbances to achieve pile driving. Vibratory compaction works well as the soil disturbance due to vibration, causes the soil particles to move into a denser configuration. Large amplitude results in a high soil strain level, a greater influence radius and higher degree of compaction.
This is another very effective device for compacting clean, free- draining sands and gravels. It resembles a standard internal concrete vibrator but is much larger and more powerful. The probe provides large capacity water jets, which acts downward and sideways, flooding the soil and breaking the surface tension. This allows the sand particles more freedom to settle into a compact configuration as the granular particles are vibrated.
New Tools for Compacting Soils
Technology is also improving in the area of compacting granular soils. There is new equipment available in some compaction tools that use a monitoring system, through sensors, that will measure the soil stiffness and will generate a value related to the compaction progress on how good or bad the process is going. This technique will provide real-time values that will reduce the time wasted sometimes when you keep compacting the area. This tool can let you know once the design value has been obtained preventing you from wasting fuel, time and efforts used when over-compacting the granular soil.
Other Important Factors Due to Compaction Work
Whenever you are compacting soils, you will also need to take care of your employee's health. There is an illness, called Raynaud's syndrome, that is very common to affect workers operating or managing compacting equipment. The all-day-long vibration transmitted to the hands and arms will cause this illness affecting your workforce that can cause your employees to feel some sort of numbness and tingling in the fingers and that if worsen, can lead to loss of sensation in hand and fingers' muscles.
Because of this, some manufacturers have designed equipment with reduced vibration and even some jurisdictions have laws limiting this vibration forces.