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
Canal and reservoir embankments are so similar as regards the stability
of earthwork that they are here considered under one head. The object of
a canal, reservoir, or river embankment is in a desired position to hold
water without leakage, subsidence, or deterioration of the earth, or
other works connected with the general construction. In dock, canal, or
any earthworks made for the purpose of containing or expelling water, it
is obvious the position is entirely dissimilar to that of railway works:
for whereas a slip or a subsidence in an embankment upon railway work
may be of slight moment and give comparatively little trouble or
anxiety, any movement in earthwork constructed for the purposes named is
of grave importance, as it may mean the destruction of the work, loss of
life and property, not only upon the site but also in the surrounding
district. No leakage or marked weeping of such an embankment should be
disregarded, as unless arrested it will gradually deteriorate the earth
until the equilibrium becomes so affected that the embankment fails. As
a rule, upon railway works, serious slips, except in very unstable soil,
such as drift earth, or those quickly decomposed by atmospheric
influences, seldom occur, _vide_ Chapter II., until a year or two has
elapsed, the process of disintegration from water being necessarily
slower in its action, the material having an opportunity to return to
its normal condition, and the surface being more equally exposed. In
earthwork for hydraulic purposes, although not subject to frequent and
sudden vibration, the slopes being unequally exposed and part generally
either permanently or temporarily submerged or alternately wet and dry,
and the top and land side unsubmerged and fully open to the action of
the weather, percolation cannot be equal and regular upon its surfaces,
and slips and subsidences therefore usually occur within a short time,
varying from a few weeks to a few months; and after about a year or a
cycle of seasons they are not frequent, unless the inherent design and
construction of an embankment is faulty, permitting leakage through the
submerged slope or bottom, pools of water to collect upon the top, and
the bank to become fissured and unequally wet or dry. Especial care
should be exercised to ensure a complete and impermeable connection with
the earth upon which it is placed.
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