Earthwork Slips and Subsidences upon Public Works: Their Causes, Prevention, and ReparationNewman, John
Science
Earthwork Slips and Subsidences upon Public Works: Their Causes, Prevention, and Reparation
Newman, John
Earthwork
earth has had time to dry, or preferably the wet mud should be run to
spoil. In fact a long lead, especially when aided by deposition from a
considerable height, will cause friable soil possessing particles
readily impaired or dissolved in water to become dust when in a dry
state, or mud if saturated.
The gradients and leads chiefly determine the manner in which earthwork
can be economically executed, and are, in great measure, governed by the
configuration and roads of the country; therefore, it will usually
happen that the length of the lead cannot be reduced, and the only
resource is to lessen the height of the tip, and, consequently, the
momentum of the earth down the slope, and to reduce the inclination of
the temporary road at the tip head to that sufficient to cause the
contents of a waggon to be freely ejected and no more. This cannot be
effected at the same cost as depositing an embankment to the full
height, although in the case of an uphill lead a down gradient upon
which the waggons will run freely by force of gravity can be made from
the commencement of a cutting to the required width, the embankment
being raised to its desired height without extra expense but assuming
the case of an embankment 60 feet in height, and that in order to make
it as dense and firm as possible it has to be tipped in three heights
averaging 20 feet, it involves the laying, maintaining, and removal of
three temporary roads instead of one, and cannot be erected without
extra expenditure. The large majority of railway embankments have been
deposited to the full height and width, and they stand; although the
effect of tipping loose soil upon loose soil, which has not had time to
consolidate, is at each addition to cause a movement of the surface. It
is obvious the higher the tip the greater the disturbance, but it may be
said in firm and hard granular earth, if always dry, this unbinding,
although temporarily a disturbing element, may really tend to produce
ultimate homogeneity and stability; on the other hand, in tipping dry
clay from a considerable height it often separates and becomes loose and
mere dust.
Public-domain text, read in full here on John Shaqi.
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