Railway Construction — John Stuart Mill — John Shaqi
Railway Construction
John Stuart Mill · en
Some caissons are made with vertical sides throughout their entire
height; others have an outward taper for 15 or 20 feet on the lower
end. The former are not only simpler in construction, but are more
easily kept in a vertical position during the sinking. Caissons are
usually put together in some convenient place near the edge of the
water, and then conveyed on pontoons to the sites of the piers. Great
care is required in lowering them into position in the bed of the
river, and guide-piles, guy-chains, and other appliances are
frequently necessary to keep them vertical during the sinking.
The form, dimensions, thickness of plates, cross-bracing, and general
arrangement will depend upon the size and depth of the pier to be 123
constructed. Caissons for heavy work on difficult or treacherous
ground require great care, not only in their construction, but also in
placing them in exact position, and in sinking them correctly to their
proper depth. A tilted caisson is a most difficult subject to handle,
and entails heavy expenditure to restore it to a true vertical
position. By making careful borings, the engineer can ascertain very
closely the depth to which the caisson will have to be lowered to
obtain a good firm foundation. With this information the caisson can
be so constructed that the upper portion, termed the temporary
caisson, commencing a few feet above the bed of the river, can be
detached, and removed at the completion of the work from the lower or
permanent portion sunk below the ground line.
Fig. 118 gives sketches of a wrought-iron plate-caisson applied to a
deep-water river pier, and lowered to its full depth by the pneumatic
process; dotted lines show the air-tubes through which the excavated
material is hoisted and emptied into barges alongside.
Many large and important pier foundations have been constructed on the
system of brick cylinders or wells, particularly in India, where the
foundations for large river viaducts have to be carried down to great
depths through thick deposits of soft material. These wells are built
upon V-shaped curbs to facilitate the penetration when sinking. Fig.
119 is a section of a well with a wrought-iron curb, and Fig. 120 is a
similar well with a wooden curb. The wrought-iron curb is made in
segments for convenience of transport, the pieces forming the complete
ring being bolted or riveted together at the site of the foundations.
The wooden curb is composed of several thick layers of hard wood
planking cut to the proper shape, and laid with broken joints, the
whole being bound together with suitable bolts and spikes. In some
cases the lower or cutting edge of the wooden curb is strengthened or
protected by a sheathing of wrought-iron plates.
[Illustration: Fig. 118]
[Illustration: Fig. 119, 120, 121, 122, 123]