The Roman Wall: A historical, topographical, and descriptive account of the barrier of the lower isthmus, extending from the Tyne to the Solway, deduced from numerous personal surveysBruce, J. Collingwood (John Collingwood)
History
The Roman Wall: A historical, topographical, and descriptive account of the barrier of the lower isthmus, extending from the Tyne to the Solway, deduced from numerous personal surveys
Bruce, J. Collingwood (John Collingwood)
Great Britain -- Antiquities, Roman; Walls, Roman -- Great Britain
One or two courses of facing-stones having been placed in their beds and
carefully pointed, a mass of mortar in a very fluid state was poured
into the interior of the wall, and stones of any kind or shape that were
of a convenient size were ‘puddled’ in amongst it. Whin-stones, as being
most abundant in the district, are generally used for the filling.
Course after course was added, and one mass of concrete imposed upon
another, until the Wall reached the required height. When the whole was
finished it formed a solid, compact mass, without any holes or crevices
in the interior, and in a short time became as firm as the unhewn rock.
In some parts of the line the mortar has been ‘hand-laid.’ The rubble of
the interior having been first disposed in its place, the mortar has
been laid upon it with a trowel. In this case the mortar never
penetrates the interstices of the mass, and does not make such solid
masonry as the method generally pursued. When, however, this plan is
adopted, the rubble stones are often laid upon their edges in a slanting
position; and when those of the next layer, as occasionally occurs, are
made to lean in the opposite direction, we have the kind of
[Illustration: herring-bone work] masonry represented in the adjoining
diagram, which is appropriately called herring-bone work. The nearest
approach to this that I have seen upon the line of the Wall is at
Steel-rig, and Hare-hill. In Hodgson’s Northumberland[48] a section of
the Wall on Walltown crag is given, exhibiting herring-bone masonry. In
this instance the stones are disposed transversely to the Wall, at
Steel-rig and Hare-hill they are disposed longitudinally; the latter
method is the easier of the two.[49]
On wavy ground the courses of the Wall follow the undulations of the
surface, but on steep inclines the stones are laid parallel to the
horizon. The Wall, in this case, must have been built up from the bottom
of the defile, where also, in order the better to resist the
superincumbent mass, it not unfrequently has a greater breadth than
usual. As shewing that different sections of the Wall have been erected
under distinct superintendents, it may occasionally be observed that,
whilst on one slope of a ‘gap’ the stones are laid parallel to the
horizon, on the other, differing little perhaps in inclination, they are
laid even with the ground.
[Sidenote: DURABILITY OF THE STRUCTURE.]
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