UNDERPINNING METHOD 2: NEEDLE BEAM METHOD

It is performed in the following ways :

Initially two micropiles are built up at a certain distance from the building with a micropiling rig.

After that a big hole is cut to capture the needle beam.

The RCC needle beam is built up over the piles and inside the foundation wall.

As soon as the beam is set, fill in the earth over the beam. The new foundation system is now capable of bearing the extra load.

With this method, the inside of the building remains unaffected.

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UNDERPINNING METHOD 3: MICROPILING METHOD

It is performed in the following ways :

The micropile should be built up just underneath the subsisting foundation at an angle.

Excavate earth till the top of the micropile.

After that take out all earth by hand between the pile and the subsisting foundation, developing a cone shaped void that stands on the micropile.

Fill in this void with concrete. As soon as it is set, the subsisting foundation can move forces to the micropile, as a result the strength is increased significantly.

Reiterate this process periodically.