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
Circumstances arise which necessitate a departure from any generally
approved method, for frequently an embankment must be widened to provide
for increased traffic, and tipping upon a consolidated surface must be
effected. Chapter VIII. and this refer to such a condition of work. It
sometimes occurs when a slip has taken place that only a narrow tip can
be adopted, as the soil may not temporarily be able to bear the weight
of a larger mass unless equally diffused; then there is no other
reasonable course to pursue than to complete an embankment to the
required width and slopes by dry side-filling, such as ashes, broken
bricks, or other absorbent firm material regularly and carefully
deposited. In order to prevent slips and subsidence and increase
friction, when an embankment must be widened by tipping upon its side,
the existing slope should be stripped of all turf or covering, but only
so as to leave no uncovered surface exposed to the weather; and the
bared earth should be made to present an even surface. When the slope is
benched, care should be taken that the benchings do not localise water,
and that it cannot percolate down the face of the old bank at its point
of junction with the new; also in tipping an embankment upon sidelong
ground or upon the slope of an old bank, the seat should be bared,
particularly on the lower side, as the earth meets with no resistance
from the ground except from friction; but upon the upper side, the
material being tipped partly against the hill has a less distance to
travel, and, therefore, the upper or lesser slope is not so loose as the
lower or longer slope, which latter is the more likely to admit water,
and requires a flatter inclination than the denser portion of the
embankment. In the absence of other protective works, it is advisable to
form on the lower side an earth wall or counterfort covered with turf at
the toe of the slope in advance of the tip, and to make it of the
hardest and largest material deposited and with a foundation upon bared
soil, as it is the part most liable to injury. This is a simple
precaution against slips, and will save its cost in lessening the
expense of repairing and trimming the slopes.
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