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
With regard to the deposition of an embankment, one of the chief objects
to be accomplished is to make it homogeneous and prevent the formation
of solid layers, which may become detached along the line of
stratification from less compact strata. Careless and intermittent
tipping conducted in dry and wet weather and with different kinds of
earth, probably in various conditions, will cause slips and subsidences;
as also any local disturbance of the soil, which is always more porous
and absorbent of water than when in its natural unexcavated state,
although it may be free from water-pressure which may exist in a
cutting: and particularly so when fresh-tipped, as then the pressure and
strain upon it is at the maximum, its tendency to unstableness gradually
decreasing as it becomes consolidated. In hard granular soils this is
almost certainly the case, but consequent upon percolation of water into
a mass deposited in a dry state that expands; it may not be so in
aluminous or other earth having particles affected by moisture, for an
additional or an unequal load after a settlement may cause further
movement and irregular density. In countries where the ground becomes
caked or parched during the dry season, the change to a wet or saturated
condition affects them much more than in variable climates, as they are
then generally in a moist state.
It is easy to decree that no embankment shall be made of any earth of a
treacherous character, if the circumstances are known to conduce to
instability, and to rigidly specify what shall be done and what shall
not be done, but the exigencies of an undertaking may cause such
stipulations to be impracticable. For instance, it may be found that no
other earth may be available except that which is proscribed. No one
with a knowledge of earthwork would desire to erect an embankment of
considerable height of yellow or sandy clay, or excavate a deep cutting
in such soil unless a considerable allowance be made to provide against
contingencies; nevertheless, it has to be done, and will have to be
done. The precisianism and delicate refinement of a specification
replete with good intentions has, therefore, very frequently to be toned
down in order to allow of the execution of work.
Public-domain text, read in full here on John Shaqi.
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