Engineering Wonders of the World
Volume III
Forfatter: Archibald Williams
År: 1945
Serie: Engineering Wonders of the World
Forlag: Thomas Nelson and Sons
Sted: London, Edinburgh, Dublin and New York
Sider: 407
UDK: 600 eng- gl
With 424 Illustrations, Maps, and Diagrams
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GREAT
UNDERPINNING ACHIEVEMENTS.
BY W. T. PERKINS.
A S a rule the public knows little of the
/ \ wonderful achievements of science in
the field of what is technically known
as “ underpinning,” a term signifying the
substitution of new for old foundations or other
supports of a building. Yet there is no class
of work that involves more risk, and it is
curious to note that, while superstructures are
in the main raised from the designs of the
architect, schemes of underpinning are very
frequently entrusted to his companion the
engineer. The author has selected three ex-
amples of work of this kind, each employing
features of its own, and they may be regarded
as representing the best devices of some of
the leading modern engineers.
One of the most remarkable illustrations of
underpinning is undoubtedly that which has
recently been carried out so successfully at
Winchester Cathedral. This
Winchester veneraye structure, situated
Cathedral. .
at the bottom of a hill, near
the river Itchin, is prominent among English
cathedrals because of its great length.
Serious
Subsidences
of the
Structure.
A few years ago, when the cathedral was
being repaired by Mr. T. G. Jackson, R.A.,
the diocesan architect, in conjunction with
Mr. J. B. Colson, the late ar-
chitect of the cathedral, it was
discovered that serious subsid-
ences had occurred in various
parts of the structure. The
most alarming falling away, disclosed in the
presbytery, amounted to nearly 2 feet 6 inches.
Here the outer walls and their buttresses were
considerably out of the perpendicular. The
groined arches were distorted, and stones were
occasionally falling from the roof, indicating
that disintegration had actually begun.
Sinking a trial pit some yards away, Mr.
Jackson found under the clay a bed of peat
eight feet thick, resting upon a solid formation
of flint and gravel. Another excavation was
made close to the south wall of the presby-
tery, and at a depth of about eight feet below
the turf the bottom of the masonry constitut-
ing the foundation was laid bare. It was then
ascertained that trees had been extensively em-