Soil needs to be 50% dry and 50% wet, before starting compaction.
Water the ground for 10 to 15 minutes two to three times per day. If the soil is already pulling away from outer walls, you may need more frequent treatments to fill in the gaps. Remember to let the soil drain between treatments. Going all-in on water can wash away dirt, undermining its structure under your foundation.
95% compaction is just 95% of the Proctor density, whereas 98% compaction is 98% of the Proctor density. If the Proctor density is 100 (let's ignore units here), and the percent compaction is 95, that means that the soil that was just packed has a density of 95.
You can get 90% compaction on sand just by wetting it down.
95 percent is often used as a target compaction threshold to ensure that construction projects are erected on a solid platform. The compactive threshold will be provided by the designing engineer and will be based on the bearing capacity required for the final load to be structurally stable.
It is not unusual to achieve field densities from 100 percent to 115 percent of Proctor maximum dry density. Geotechnical engineers may determine that due to load-bearing requirements and soil characteristics, compaction density over 100 percent of Proctor is warranted.
The corresponding optimum moisture contents for a granular soil are on the order of 10 to 12 percent for granular soils and 15 to 20 percent for silty to clayey soils compacted by the Standard Proctor test as shown in Figure 2.
Moisture in your soil is vital to achieving proper compaction as the water helps slide soil particles together. Not enough moisture might lead to inadequate compaction; too much moisture will leave water-filled voids that weaken the soil's load-bearing ability.
Finding the right compaction level for your project
There are two variations of this procedure – the Standard and Modified Proctor tests (more on that later). Generally, 95% is considered the benchmark for optimal compaction in construction applications.
Like many things, soil compaction is an area where you can get too much of a good thing. Soil can become over compacted, which threatens to undermine its bearing capacity.
After a rain, water does not move as easily through the soil and a mini-pond is created when the soil finally dries, resembling an alligator's skin. This linear pattern of cracked soil does not let air or water in. Working the soil when it is too wet is another frequent form of compaction.
For the best soil results, use compaction equipment that applies a vibratory force to the soil, such as vibratory or oscillating rollers. These machines apply a rapid series of blows to the soil, which impacts the deep layers beneath the surface, creating a more uniform, stable soil.
Compute the percent relative compaction to the nearest 0.1 percent by the formula: Percent Relative Compaction = (D 1 /D2) X 100 Where: D1 = In-place wet density as shown on Line H of Figures 3 and 4. D2= Laboratory test specimen with highest wet density as determined by this method.
This is possible due to the water in the clay acting as a lubricant between the soil particles, allowing them to easily slide past each other and settle in closer together, increasing the density of the material. If there isn't enough water? The clay is stiff and difficult to move around.
Hand Rollers:
Small, manual rollers are cost-effective for compacting small patches of asphalt or granular soil. They are easy to operate and highly effective for small driveways, pathways, or minor repair jobs.
But sand isn't perfect. There are some downsides to consider: Not great for foundations – Sand lacks the dense compaction you need for structural foundations to bear loads. Gravel or concrete would be better options.
In simple terms, when we say a soil sample has achieved 95% compaction, it means that the compacted soil has reached 95% of its maximum possible dry density as determined by a Proctor test. Proctor testing is a test performed in the laboratory that compares the density of a soil sample to various moisture contents.
On average, it takes between 5 to 10 years for disturbed or loosened soil to naturally settle and compact. However, consistent water exposure can expedite this settling process. If you install concrete on soil that has been majorly disturbed within the last 5 to 10 years, you run a high risk of your concrete settling.
Soil needs to be 50% dry and 50% wet, before starting compaction.
Combining heavy axle loads and wet soil conditions increase compaction's depth in the soil profile. For example, a load of 10 tons per axle or more on wet soils can extend compaction to depths of two feet or more.
Compact the sub-base after each lift; check the moisture level of the sub-base before compacting – a handful of material should hold together when squeezed. If not moist enough, use the water in the onboard water tank (if available) or a garden hose to dampen it, but be careful not to saturate it.
Soil moisture is critically important to the process of compaction. Dry soils are difficult to compact because the friction between particles prevents them from moving. On the other hand, very wet soils are difficult to compact because pores are filled with water, which must be squeezed out before compaction can occur.
What Is A Good Soil Moisture Percentage? Most plants' good moisture level percentages range from 21-80%.
Liquid limit is the water content where the soil starts to behave as a liquid. Liquid limit is measured by placing a clay sample in a standard cup and making a separation (groove) using a spatula. The cup is dropped till the separation vanishes. The water content of the soil is obtained from this sample.