Earthwork Slips and Subsidences upon Public Works: Their Causes, Prevention, and Reparation — John Shaqi
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
Marly soils are of various hues, red, blue, grey, and yellow, and
consist principally of clay and lime, and are usually called clay-marls
when clay preponderates, and marl-clays or chalk-marls when chalk is in
excess. They are dry to the touch and will effervesce with acids, the
presence of lime being thus made evident by the ebullition produced, and
some idea of the relative quantity may be judged by comparing results
with different lumps: they vary in character according as lime or clay
predominates.
Chalk-marl may act as an almost impermeable stratum and arrest the
percolation of water from more permeable soil, but it is liable to slip
because of fissures being present in it, which are common to most
calcareous earths; and when these crevices are bared in cuttings by the
ground being excavated, the flow from the previously-confined or
diverted springs is facilitated, and perhaps the harmless underground
passage of water is prevented, and consequently the earth may become
loosened and unstable owing to the changed condition.
Although marl may be so hard that it cannot be excavated by picks and
bars, but requires blasting, some varieties crumble and become soft
under weather influences, and the slopes need protection, or a constant
trickling and wearing away of the surface will result. Grey marl
generally weathers quickly, and if there is much clay in it, it often
falls to pieces upon exposure to the air, and becomes broken and so
split into disjointed pieces as to admit water, and as it sometimes
contains a considerable quantity of sand it is soon reduced to an
unstable state, for marl-clay and sand beds are always likely to slip.
The variegated marls are treacherous, but red marl is usually stable,
still it must be lined in tunnels; and so are those that are impermeable
or closely approach that condition, but any marl in which the lime may
separate from the mass is unstable. All clay or marl soils that soon
work into “slurry” may be classed as treacherous, or any earth that
quickly becomes in a liquid state; for instance, some of the hard “pan”
soil met with in Canada melts away by the action of air, rain, snow and
frost, and becomes unmanageable and like blue paint, and will quickly
fill drains and run down the slopes and cover the formation of a
cutting. Also the top black cotton soil found in India expands by
aqueous action, and contracts in drying as clay, and is of doubtful
stability.
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