FOREPOLING METHOD OF TUNNELING PDF

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 airlock is an airtight cylindrical steel chamber with a door at each end opening inwards.

The sill is then extended across the tunnel and the extended piece is supported by underpinning. The equipment for tunnelling consists of a bulk head, which is an airtight diaphragm with an airlock. Requires instant support throughout the excavation. ot

Forepoling method of tunneling pdf by Robszkr – Issuu

Forepoling is a slow and tedious process and requires skilled manpower and strict supervision. The work is carried on till the springing level is reached. The full face method is normally selected for small tunnels whose dimensions do not exceed 3 m. The drift is subsequently widened. A shield is a device meant for excavation that is to be carried out beneath waterbearing strata.

Wall plates are fixed at the springing level, which in turn are supported by vertical posts. The method has to be meticulously repeated in sequence and there is no short cut for the same. A drift is a small tunnel measuring 3 m x 3 m, which is driven into the rock and whose section is widened in subsequent processes till it equates that of the tunnel.

Methods of Tunnelling

Excavation is carried out and the soil is removed immediately after the excavation. This method is similar to the American method except that the roof load is supported by underpinning instead of using vertical posts.

In this method, a frame is prepared in the shape of the letter A, placed near the face of the tunnel, and covered with suitable planks. Tunnelling through subaqueous or water-bearing strata is quite a different job. The tunnel is excavated and lined under the protection of the shield. The roof is supported on laggings carried on the wooden beam.

The cross section of the pilot tunnel usually measures about 2. In recent times, compressed air has also been used for this purpose. Forepoling is an old method of tunnelling through soft ground. In this method Fig. The application of air pressure has to be varied from time to time in order forepiling achieve a balanced value. Field metthod has shown that the central drift is the best choice, as it offers better ventilation and requires lower quantities of explosives.

The main tunnel is then excavated from a number of points. Examples include dry sand, gravel, silt, mud, and water bearing sand.

Definition of forepoling – glossary

This method of tunnelling is more economical compared to other methods. The types of ground which are generally encountered in the field are detailed in Table Tunnels constructed using the shield method usually have a circular section because of the following considerations.

The method, however, requires the construction of an additional tunnel and therefore the time and cost of construction are higher as tubneling to the methods described before.

The sides of the drift are then widened and additional support is provided using timber planks and struts. It does not involve the use of explosives and the requisite excavation work is done using hard tools such as pickaxes and shovels.

There are various methods of tunnelling. It involves excavating the whole section for a short length and furnishing with sidewalls and an arch. The side drift, however, has the advantage that it permits the use of timber to support the roof. The sides are excavated next and supported by crown bars and posts.

The sand settles on the floor of the shield and it should be continuously removed. In the linear plate method Fig. The drift is supported by laggings, caps, and two vertical posts.

Definition of forepoling

The position of the drift depends upon local conditions; it may be in the centre, top, bottom, or side as shown in Fig. Finally, the work funneling lining the arch is carried out and further excavation is done.

The various methods of shield tunnelling through different types of soils are enumerated in Table The support could be provided in the form of timber or steel plates or other similar tunnelinh. The method has the following advantages. Examples include sand stone, hard clay, etc. This method is used for long tunnels, particularly those at great depths, where the walls of the excavation may yield under the weight of the cover.