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
If it could be determined at what depth in any earth in any state
percolation, evaporation, and meteorological influences would cease, and
also their effects, rules could be deduced for guidance in draining
cuttings and embankments. The manner of the execution of ordinary
cuttings and embankments is so dissimilar to that of filter-beds of
waterworks, that the experiments made for such purposes are only of
comparative value for the former works, for the condition as well as the
character of the soil affects its permeability by water. For instance,
in cuttings, with the exception of some surface disturbance during the
process of excavation, the removal of vegetation or a covering, and the
exposure of the ground to the atmosphere, &c., the normal state of the
earth is not much altered; but in embankments different soils may be
intermingled in a manner almost unknown in nature, the varieties of
mixtures of earth being most numerous, and they may be in every
condition of compactness, dryness, and dampness amounting almost to
saturation, and in any case, therefore, percolation is temporarily or
permanently increased consequent upon the earth having been disturbed
and loosened.
The general principles of the percolation of water are here only briefly
referred to, as they particularly concern slips in earthwork: but
obviously the quantity of percolated water greatly affects the stability
of a slope, for the surface water should not be guidelessly allowed to
soak into or be absorbed by the ground at the top, and so proceed
through and down the slopes, as then the pent-up water tends to press
out the face which may be temporarily sun-dried. As in excavating
cuttings the surface is bared and vegetation removed from the soil,
water has easier access, and unless the ground when excavated is
immediately covered as before, its normal state is not preserved. One
point of considerable importance is to ascertain whether in any cutting
or embankment percolation is uniform and regular; some infiltration will
necessarily take place, as water will gravitate from the top to the
bottom and will find the easiest course or line of least resistance,
which may not be at the lowest level.
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