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 excavating a cutting in soil likely to slip, care should be taken
that the surfaces are not strained by lumps being left upon them which
are only retained by reason of the cohesion of the earth, as they will
cause weak places less able to bear any pressure brought upon the slopes
through the sides being deprived of continuity of support. Therefore, in
such cases, the slopes should always be rough trimmed as quickly as
possible after the gullet has been excavated. Also when the slope of a
cutting is furrowed so that its surface consists of separate and
unsupported masses of earth clinging to it, continuity of support is
destroyed and the earth is more exposed to meteorological dissipation;
and in non-cohesive soils such as sandy or gravelly earth, in which
especially a straight and uncut surface is of importance, movement is
incited. Therefore, when it is found necessary to insert open trenches
in a slope, they should be at right angles to its foot, and the inserted
material should be well packed so as to support the sides and to
interfere as little as possible with the slope. Even in clay soils or
any having considerable cohesion, trenches _diagonally or transversely_
cut in the surface are generally inexpedient as disturbing and
destroying the continuity of support of the surface and increasing its
exposure to the action of the weather; and although they may be
temporarily effectual as drains, such division of the inclined face
cannot but induce a disunited condition which will at once be apparent
should the trench become choked and it miscarry as a drain; and a
temporary failure may so destroy the existing delicate equilibrium as to
cause movement. Such trenches should be regarded with suspicion, as any
stability caused by their draining or conducting away water may be
effected at the cost of continuity of support, the deterioration of the
resistance of the soil to weather, and the impairment of its frictional
and cohesive properties. If placed upon a slope at right angles to the
formation the preceding objections are removed.
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Elsewhere in the archive
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account