Engineering Wonders of the World
Volume I
Forfatter: Archibald Williams
År: 1945
Serie: Engineering Wonders of the World
Forlag: Thomas Nelson and Sons
Sted: London, Edinburgh, Dublin and New York
Sider: 456
UDK: 600 eng - gl.
Volume I with 520 Illustrations, Maps and Diagrams
Søgning i bogen
Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.
Derved får du fremhævet ordene visuelt direkte på billedet af siden.
Digitaliseret bog
Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.
52
ENGINEERING WONDERS OF THE WORLD.
CUT-ANE COVER WORK.
on a roadway above it. The outsides
of the side walls are vertical, and
have a layer of asphalt applied to
them ; while the inside faces are
sloped, or “ battered.” Brick para-
pet walls enclose the whole of the
approaches.
The sections of the tunnel between
the open approaches on each side of
the river and Shafts
Nos. 1 and 4 respec- Cut-
and-cover
tively are constructed Work
on the “ cut - and -
cover ” principle. This system differs
from tunnelling properly so called
in that the tunnel is not “ driven ”
or bored, but the whole of the ground
is first excavated from the surface
London Railway. The crossing occurs at
Rotherhithe Station, where a bridge of 64-feet
span carries the tunnel approach. This special
construction was attended with some diffi-
culty, as the old retaining walls of the station
had to be cut through, and the approach and
the bridge constructed and joined up to the
old walls without interfering with, the railway
traffic in the station. The headway over the
railway is very limited, there being
only 19 feet from rail-level to road-
level, and the railway traffic is very
heavy. The old walls were subjected
to a heavy pressure of water, which,
during the construction of the cross-
ing, was relieved by pumping. Near
the bridge are provided staircases
communicating with the adjoining
streets.
The actual construction of the open
approaches is simple. Two trenches
about 12 feet wide were dug to the
bottom of the foundations, and the
side walls built in them. The earth
between the walls (marked A, page 49),
called the “ dumpling,” was then re-
moved and the invert laid, and later
down to the level of the bottom of the tunnel,
which is then constructed, and the earth
filled in again on the top. Where the tunnel
is not too far below the surface, the cut-and-
cover is the cheaper method ; but of course
any water met with has to be pumped, the
use of compressed air not being practicable.
Naturally, the land required must be purchased,
together with any buildings upon it, but at
SITE OF SHAFT NO. 2.