Density of the soil may be increased by
1 and 2 both
Soil density is a measure of how tightly packed the soil particles are. It is defined as the mass of soil solids plus the mass of water in the voids per unit volume of the soil sample. In geotechnical engineering, increasing soil density is often desirable as it typically improves the soil's strength, stiffness, and load-bearing capacity, while reducing its compressibility and permeability.
Compaction is a process used to increase the density of a soil by applying mechanical energy. This energy can be supplied through methods like rolling, tamping, or vibration. The primary goal of compaction is to expel air from the void spaces between soil particles, causing them to rearrange into a more closely packed configuration. This leads to an increase in the soil's dry density (mass of solids per unit volume of total soil) and shear strength.
Key effects of compaction:
Consolidation is a gradual process that occurs in saturated soils, particularly fine-grained soils like clays, under the influence of a sustained static load. Unlike compaction, which primarily involves the removal of air, consolidation involves the gradual expulsion of pore water from the soil voids. When a load is applied, the initial increase in stress is carried by the pore water, leading to an increase in pore water pressure. Over time, this excess pore water pressure dissipates as water drains out, causing the soil skeleton to compress and the soil volume to decrease. This reduction in volume results in an increase in the soil's density.
Key aspects of consolidation:
Both compaction and consolidation are recognized methods for increasing the density of soil. Compaction achieves this rapidly through mechanical energy, while consolidation does so more slowly through the drainage of water under load.
Therefore, processes like compaction and consolidation are effective means to enhance soil density.
In soil compaction, if the MDD (Maximum Dry Density) has to be increased and that too at all lower OMC (Optimum Moisture Content), then the method required is
The densification of a soil by means of mechanical manipulation is called
Which of the following is NOT correct about the effects of compaction of soil?
Which of the following roller is used to compact the coarse-grained soil?
For standard compaction test done on soil, the mass of hammer and drop of the hammer are: