What is the difference between consolidation and compaction

Consolidation It is a slow process, it can be used for only clayey type of soil. It is a natural process. Static and sustained loading is applied for a long interval in soil consolidation.

In consolidation, soil remains in fully saturation condition. Consolidation is due to expulsion of pore water from voids under steady, static,long term load. Dry density of soil increases but water content will decreases. Difference in the form of table: Difference between Compaction and Consolidation of Soil. Like this: Like Loading Previous Applications of levelling in surveying.

Next Difference between initial setting time and final setting time. Comment Here Cancel reply Enter your comment here Fill in your details below or click an icon to log in:. To attain volume reduction, static load is applied for longer period of time. This process is considered to be the quickest process to carry out.

This process generally takes time to be carried out. Application of load is done by human or artificial agency. Application of load is done naturally or by artificial agencies. In case of compaction, soil is partially saturated.

In case of consolidation, soil is fully saturated. The process of compaction can be applied to both cohesive as well as cohesionless soil The process of consolidation can be applied to cohesive soil only. As a result of the load, the pore water of the saturated soil is expelled removing voids in it. Save my name, email, and website in this browser for the next time I comment. This site uses Akismet to reduce spam. Learn how your comment data is processed.

Subscribe to latest Updates. Consolidation is a process of compression of the ground by expulsion of the water from the soil particles. This process is artificially run by using some techniques to reduce the soil volume. Like use of rollers, vibratory compactors, tampers, and loaders. Consolidation is a natural process, and it takes much time to reduce the magnitude of the soil by evacuating water from the soil particles.

In compaction, short-term loading is needed, and it can be done by rolling, tamping, and vibrations applied in a short span. In Consolidation, long-term loading is required.

The process of loading is consistent and static for the long term. In compaction volume of the soil is reduced by the exclusion of the air rapidly. In Consolidation, the volume of the soil is reduced by the exclusion of the water slowly.