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
The aim of any draining operations to prevent slips in earthwork is to
search for the source of water discharge, to tap and gently conduct it
away and prevent it reaching, accumulating, percolating, or being
confined within the slope of a cutting, which it may then reduce to a
pulpy condition; its free effluxion being most important, as also the
lessening of the percolation of rain and surface-waters. The drainage of
cuttings or embankments may consist of wells, culverts, closed or open
channels, pipes, and tile drains of every reasonable and economical
form, and may be placed in various positions. To describe them and the
different systems of draining is to open up a subject requiring several
volumes; here the endeavour is made to indicate whether elaborate or
ordinary drainage is required, or mere water-tables and surface drains,
and care in the process of excavation and deposition, protection of the
slopes, and in giving them sufficient inclination to prevent movement.
If possible and time allows, the drainage in treacherous soils should
always be commenced before the main excavation, and, in any case,
simultaneously.
Rock and solid impermeable earth may merely require to be surface
drained, but all treacherous and porous soil, deep draining; and
granular soils, which usually exude water from the whole mass, demand
different treatment to those earths which discharge water at particular
places; but it may be most difficult to drain a mixed soil, such as
sandy loam and silt. With the exception of a counterfort and drain at
the foot of a slope, and an impermeable catchwater drain upon the slopes
and top drains, to prevent and lessen surface percolation, the best
method to adopt in earth of this description may be to sink wells at
intervals to intercept the flow or percolation of any ground waters; to
attempt to drain or draw out the water in the soil will end in
comparative failure. To reduce the volume of the percolating waters is
the object to be attained, and then evaporation, vibration, which tends
to shake down water, and time may gradually convert the earth to the
desired drier condition. The wells can be filled with broken stone or
coarse gravel to support them, and prevent their closing.
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