In conclusion, I must observe that no man can be more sensible than
I am of the great advantage it would be to me as a civil engineer
to be better acquainted with geology, as well as with many other
branches of science, that I have endeavoured to inform myself on
the subject, and that I have not altogether thrown away the many
opportunities afforded me in my professional pursuits; but that if
from a conviction that you possessed information far more extensive
than mine, if from doubts of the sufficiency of my abilities or the
means I was likely to bring to bear upon the subject, if from a
fear of such consequences as you now anticipate, you had kindly, on
any one of the many occasions when I have had the pleasure of
meeting you, intimated that you had any suggestions to make to me,
I should have been anxious to have availed myself of your
assistance. But after the lapse of years, the first intimation I
have of such doubts is the very public expression of a very strong
opinion, which, if weight be attached to it, must tend to alarm the
public unnecessarily, and to injure the value of the property of
individuals who have embarked several millions in that property.
Between Chippenham and Bristol the nature of the building stone enabled
Mr. Brunel, at moderate cost, to make the bridges, tunnel fronts, and
stations ornamental features in the picturesque scenery through which
the railway passes.
He took great pleasure in finishing minutely the various designs, and
making them correct in their proportions and details. One tunnel front,
near Bristol, may be singled out for especial mention. During its
construction a part of the ground behind slipped away, and it became
unnecessary to complete the top of one of the side walls. It was
therefore left unfinished, and was planted with ivy so as to present the
appearance of a ruined gateway.
The roofs of the Bath and Bristol stations are of large span, and are
handsome architectural structures. They are each in the form of a Tudor
arch; the Bristol roof is 72 feet span, and the Bath roof 50 feet span.
The framing is an example of a peculiar form of construction, somewhat
analogous to that adopted in the large shipbuilding sheds in the
dockyards. There are no cross tie-rods, but each principal of the roof
is formed of two frameworks, like cranes, meeting in the middle of the
roof; the weight being carried on columns near the edge of the platform,
and the tail ends of the frames held down by the side walls. As the two
frames do not press against each other at their meeting point at the
ridge of the roof, there is no outward thrust. The side walls being on a
viaduct could not without difficulty have been made to resist a
horizontal thrust.
Public-domain text, read in full here on John Shaqi.
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