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 choosing between two materials for submerged work practically equal
in other respects, the heavier should be preferred, as by reason of its
own weight it has greater power to resist the action of the waves and
scour, and the decrease of its specific gravity by the weight of the
bulk of water displaced is relatively not so large.
With respect to the earthwork of canals and embankments constructed to
hold water, each chapter of this book contains information relating to
the promotion of the stability of the soil, and it is not here intended
to refer to the most approved methods of construction, but only to name
some points requiring attention.
A barge or ordinary ship canal is usually placed at a shallow depth in
the ground and meanders through a district, avoiding deep cuttings and
heavy embankments, such an undertaking as the Suez, or the Panama, ship
canals being altogether exceptional undertakings; and also the
Manchester Ship Canal. Some of the most treacherous soils are named in
Chapter II., but probably the worst earth in which a canal can be made
is peat-bog land; the method of procedure is then different to that
required in making a railway or a road, and in such soil the
construction of a canal should be avoided, as it necessitates most
experienced and skilful treatment and extensive drainage, which causes
subsidence; difficult maintenance to preserve the channel and retain the
water of navigation, control the drainage waters, and keep unimpaired
the towing-path, which must be firmly covered throughout. Fine sand is
also an unfavourable soil as it so readily becomes a quicksand, but
almost all other earths usually met with can be so protected that
failure should be an improbable contingency, except when the cuttings
are of extraordinary depth, as on the Panama Canal; the chief danger
being when there is considerable diversity, irregularity, fissuring,
looseness, and upheaval of the soil, for varieties of almost every
surface earth may be encountered, each with its own characteristics and
behaviour when dry or water-charged, and requiring great attention,
especially at the joints, and not a few separate treatment, not only of
the soil but of the same earth in a cutting and in an embankment.
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