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
Coverings can also be made of a thin coating of burnt ballast, hard
chalk, or gravel, which will reduce the number of cracks or crevices, or
a mattress of fascine work can be used at the toe of the slope in
submerged work, but care should be taken that the mattresses overlap and
that there are no open places between them, or, instead of being a
protection they will then be a source of danger by conducting water
between the joints; for this reason, as with any other material having
loose openings, it is advisable to use them over a continuous surface so
that percolation may be uniform and not simply for weak places or for
the purpose of repairing a slip in an earth embankment. The chief aim in
fascine work is to thoroughly bind the work together so that it is of
equal strength in all directions, and a little time after construction
should be allowed before deposition in order that the material may
settle, as an even surface is important. The most durable material
should be used in making a fascine covering, willow being the best, or
it may require constant renewing. Alder, aspen, and the best available
brushwood are also employed, and straw and ordinary matting for shallow
embankments, say up to 8 feet in height, which lasts only six to twelve
months. The best time for cutting should be locally ascertained, and
when they commence to deteriorate after being hewn, generally from three
months to a year, depending upon the season in which they are cut, &c.,
&c. In England, thorn switches have been used in lengths of 5 to 6 feet,
tied up with tarred rope in bundles having a diameter of about 1 foot,
every endeavour being made to bind and interweave them. Care must be
taken that the mattresses are well loaded or they will float; the
loading should commence at the centre, and be equally continued in all
directions, as that has been found to be the best method; they should be
made to sink evenly if they have to be lowered through water, and they
must be prevented from curling up at the edges. The props which fix them
must not be too close to the border, or near the centre, as then the
extremities will be torn away or bent upwards. The system of fascine
work may be very useful for protecting sandy and soft foundations in
such situations, to prevent slips in the slopes of an embankment and in
providing a firm bed, and also for making training banks, groynes, and
spurs, for correcting and directing a current in a desired channel, and
to secure freedom from slips in a river-bank. Depending upon the degree
of looseness of the sand or sandy bed, loaded fascine mattresses will
assume a slope of from 1 to 1 TO 5 to 1 if allowed to sink in the bed,
and after they have settled and reached the angle of repose which the
action of water will effect; the large number of structures standing
upon them for many years in considerable depths of water proves, when
they are properly made, that they are to be trusted in comparatively
unexposed situations.
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