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
It should be noticed whether there are dips in the surface of rock, as
they often contain unreliable material, such as pockets and pot-holes of
clay, sand, mud, silt and detritus; and movement may be expected if it
be carelessly tipped with the rock into an embankment. Rocks which
oppose vegetation are usually hard and weather-resisting, and the faults
and fissures local; but it is not so much the equal weathering of the
face of rocks that is to be feared, as the presence and interspersion of
seams, breaks and fissures, and it should always be borne in mind that
the condition of a rock varies considerably—it may be sound in one
place, and be fissured, disintegrated, and quickly weather in others—and
that all laminated and fissile earths are liable to slip because of the
percolation of water down veins and crevices.
The durability of a rock may be approximately known by a careful
examination, commencing at the surface of the ground and proceeding
until it is reached, the thickness and character of the different top
soils being noted, and particularly whether the degradation is uniform;
but rock, such as some sandstone, which allows water to ooze, permeate,
or force a passage, is of doubtful stability. Weathering may be possible
only upon the surface or may gradually extend downwards, and as it can
hardly be called a slip, the point to ascertain is not so much that it
is sound and weather-resisting, as to know that there is no chance of
any portion becoming detached or sliding, through the cohesion of the
joints being impaired or destroyed by water, frost, or other agencies;
for in the case of rocks which show irregularities of stratification,
much cleavage, or are separated by upheaval, or have synclinal and
anticlinal folds, masses become detached along the line of cleavage and
independently of the normal stratification, therefore fissures or
faults, weak veins between masses of rock and crevices, or inclined beds
through which water may flow and always be present; the direction and
inclination of the dip of the strata, effects of weather upon the veins,
and to know the weight upon sloping ground which the rock will bear
without sliding down a hill are the main considerations; for rocks may
be distorted, upraised, contorted and tilted at every angle, and even
horizontal beds may repose upon the upturned edges of other strata.
Public-domain text, read in full here on John Shaqi.
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