i. A method of advancing a mine working or tunnel in loose, caving, or watery ground, such as quicksand, by driving sharp-pointed poles, timbers, sections of. 2 Sep needle beam method of tunneling ppt For easy office pdf filter the excavation and temporary support of the station tunnel, a forepoling method. The following methods are generally employed for tunnelling in hard rocks. Full face method . Forepoling is an old method of tunnelling through soft ground.

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The drift is supported by laggings, caps, and two vertical posts. The roof is supported on laggings carried on the wooden beam.

Excavation is carried out and the soil is removed immediately vorepoling the excavation. A series of holes measuring 10 mm to 40 mm in diameter with about mm centre-to-centre distance are then drilled into the rock, preferably in two rows. The types of ground which are generally encountered in the field are detailed in Table The tunnel is excavated and lined under the protection of the shield.

This method is particularly suitable for areas where the height of the overburden is less and the surface is not to be disturbed. Some of the important methods of tunnelling in soft rock are described in the following sections. Tunnels constructed using the shield fforepoling usually have a circular section because of the following considerations. The position of the drift depends upon local conditions; it may be in the centre, top, bottom, or side as shown in Fig. Shield tunnelling is generally preferred in such cases.


The various operations involved in soft rock tunnelling are as follows.

These holes are charged with explosives and ignited. Od does not involve the use of explosives and the requisite excavation work is done using hard tools such as pickaxes and shovels.

The needle beam is placed horizontally with its front end supported on the drift and the rear end supported on a vertical post resting on the lining of the tunnel. The process is repeated as the work progresses. Examples include damp sand, soft earth, and certain types of gravel. This method requires good quality fkrepoling as well as simultaneous and frequent shifting from place to place.

During excavation, the rail requires support at the sidewalls and the roofs depending upon the type of soil. Examples include dry sand, gravel, silt, mud, and water bearing sand.

In hard rock, the drill holes for the bench are driven at the same time as the removal of the muck. The sand settles on the floor of the shield and it should be continuously removed. Requires instant support throughout the excavation.

Methods of Tunnelling

The method has the following advantages. Tunnelling through water-bearing strata and compressed air tunnelling are discussed subsequently.

A shield is a movable frame that is used to support the face of a tunnel. The excavation is carried out below these poles, which are supported by vertical posts.

The pilot tunnel offers the following advantages.

Definition of forepoling – glossary

The needle beam method Fig. It involves excavating the whole section for a short length and furnishing with sidewalls and an arch. The sidewalls and face of the tunnel can do without support for one or two hours, but the roof can last only a few minutes. One or two port doors are opened. This method of tunnelling is more economical compared to other methods.


Forepoling method of tunneling pdf by Robszkr – Issuu

The determination of this value depends more on experience than on technical considerations. Forepoling is an old method of tunnelling through soft ground. In this method, the full face or the entire facade forepoliny the tunnel is tackled at the same time. Examples include sand stone, hard clay, etc. The method, however, requires the construction of an additional tunnel and therefore the time and cost of construction are higher as compared to the methods described before.

The sill is then extended across the tunnel and the extended piece is supported by underpinning. This method is similar to the American method except that the roof load is supported by underpinning instead of using vertical posts. The application of air pressure has to be varied from time to time in order to achieve a balanced value. A drift is a small tunnel measuring 3 m x 3 m, which is driven into the fotepoling and whose section is widened in subsequent processes till it equates that of the tunnel.

The posts supporting the drift can then be removed and tunnelling work continued further in a similar manner. The support could be provided in the form of timber or steel plates or other similar material. Wall plates are fixed at the springing level, which in turn are supported by vertical posts.