Attack of Fortified Places. Including Siege-works, Mining, and Demolitions.: Prepared for the use of the Cadets of the United States Military AcademyMercur, James
History
Attack of Fortified Places. Including Siege-works, Mining, and Demolitions.: Prepared for the use of the Cadets of the United States Military Academy
Mercur, James
Defensive (Military science); Military engineering; Offensive (Military science); Siege warfare
That the return may be broken out, the interval between the frames of
the gallery of departure at this point must be such as to admit between
the stanchions a frame and the side sheeting of the return (Pl. XII,
Fig. 23). This part of the gallery of departure is called a _landing_,
and its floor is made horizontal.
If the return is oblique (Fig. 24), its width measured along the
gallery of departure will be determined by an oblique section, and may
be so great that the strength of the lining of the gallery of departure
will not allow the necessary length of landing. In this case a short
rectangular return is first broken out from the side of the gallery
of departure, and the new gallery is broken out from the side of
this return (Fig. 25). The latter method diminishes the length of the
landing when the change of direction is less than 45°.
=41.= The floor of a return is started at the level of the floor
of its landing. In firm soils which will stand for a short time without
support the first frame may be set up entirely outside the gallery of
departure (Pl. XII, Figs. 24 and 25) and may be of the same height in
clear as this gallery. When the soil is bad, however, and side sheeting
is required in the gallery of departure, the first frame of the return
must be set up against this sheeting in the interval between the
stanchions of the landing (Fig. 23). This makes the clear height of the
return at this frame less than that of the gallery of departure by a
little more than the thickness of the sheeting.
The first frame of an oblique return should be so made that the sides
of the stanchions will be parallel to the side walls of the return,
thus giving a good bearing to the side sheeting.
In very bad soil, the first few frames of a return must be firmly
braced to resist the backward thrust of the earth, by battens
connecting them together and by struts across the gallery of departure.
The latter are removed when the return is sufficiently advanced.
=42. A Complete Map= must be made of every system of mines,
showing the centres of shafts, and the axes and slopes of all
galleries; giving also the references and lengths of all landings, and
the locations, references, and dimensions of all mine chambers.
=43. Working Drawings= must also be made from which sheeting can
be cut to proper lengths and angle-templets, etc., cut and framed.
These can be easily and accurately drawn by remembering that, to
allow the miners to insert the sheeting, every return must have such
dimensions outside its sheeting that, if it were free to move, its
lining could be slid back across its landing as a drawer slides in a
table. The size of the landings and dimensions of frames having thus
been determined, the parts of the galleries between them may be divided
into intervals, which, for convenience, should be equal, since this
will allow the sheeting to be cut to a uniform length.
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