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
In embankments in loose soil and across valleys, especially if they are
narrow and deep, repeated gusts of wind which have their maximum effect
upon a flat surface at right angles to it, will produce a hammering
action upon the windward side, and when the velocity is very great, upon
the leeward portion there may even be a partial vacuum created by the
wind rushing over the top of an embankment. An actual maximum momentary
pressure of wind of 80 lbs. per square foot was registered at the
Liverpool Observatory in 1869, equal to a hammering action of 0·55 lb.
per square inch. It is here referred to in order to show that in exposed
valleys the surface of all embankments of light soil should be covered
so that the particles cannot be blown away at the top or from the
slopes, for a force of 80 lbs. per square foot nearly equals the weight
of a cubic foot of dry open sand which cannot be taken as weighing much
more than 90 to 100 lbs.
If seed be sown upon a slope it is evident that it should be of uniform
kind in order to create a general equable condition, and the growth of
all rank vegetation should be prevented, for an unevenly protected or
covered surface will promote a localization of disturbing agencies, and
especially in treacherous ground when it has been covered, neither the
surface nor the turf should be allowed to be broken.
In ordinary cases where slips may be expected, soiling with mould or top
dressing, and sowing the slopes may be sufficient, and turfing in others
of small extent; but in retentive soluble soil, a filtering layer under
the turf may be required, so as to prevent spreading, particularly near
the toe of a slope; however, in mountainous or hilly districts,
experience seems to indicate that it is advisable to allow earthwork to
become consolidated by the natural effect of rain and atmosphere before
finally trimming or covering the slopes: on the contrary it may be
advisable, especially in treacherous ground, to trim and cover with
mould, sow, turf, plant, or cover the slopes as soon as possible after
they are excavated or deposited, in order to protect soluble soil from
rain, frost, or snowstorms consequent upon the wet season being near. Of
course, when experience shows that slips are improbable, the slopes can
remain bare and simply be trimmed, and a covering of grass be left to
time to effect, and this is now the frequent practice. Should settlement
be expected or be unavoidable, the face protection can be so made that
it will not be disturbed or broken. In such a case a short, straight
slope with a flat inclined berm or cess, the length of the slope being
divided into three or four short continuous straight portions, has been
adopted with success. Should sowing or planting the slopes be considered
as too slow in producing a covering, experiments can be made by mixing
available soils, or with one earth; and by exposing the mixture or earth
to the deteriorating weather influences it will have to resist, the best
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