Disadvantages Of Aggregate Pierss

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Aggregate Piers:

The most economical method for ground improvement is aggregate piers. Before aggregate piers were used, engineers had to replace the weak soil with an engineering fill in order to use shallow foundations, but in some cases (load is very high) they had to use deep foundations, which is much more expensive. By using aggregate piers, we can now use shallow foundations in marginal soil without having to replace it. By using compacted aggregate to create stiff pier element, aggregate piers help to increase the bearing capacity, liquefaction resistance, shear strength, rate of consolidation and it reduces settlement.

There are two types of aggregate piers: Rammed Aggregate Piers and Vibrated Aggregate Piers (vibro stone columns). …show more content…

• Compaction is done in a rectangular or triangular pattern in a number of phases, each phase has a number of passes, it could be a primary pass, or secondary pass, …etc.
• For the spacing, a consideration should be done for the depth of compressible layer, permeability of soil and location of ground water table. As well as that when compacting for deeper layers a wider spacing should be used compared to upper layers.

Reference: http://nptel.ac.in/courses/105108075/module2/Lecture06.pdf

• Deep craters should be formed by tamping, and each crater should be filled with sand after each pass.

Reference: http://nptel.ac.in/courses/105108075/module2/Lecture06.pdf

Compaction grouting:

Also known as Low Mobility Grouting is a technique that improve the strength and stiffness of the soil by injecting low slump, low mobility aggregate grout into it. Since the grout can be injected in the side or at an inclined angle leading to beneath the building, the method can be used whenever the foundation of an existing building needs improvement. This technique can densify loose sands for liquefaction

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