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
Should permeable soil lie between the top stratum and a bed of clay,
water will accumulate upon the clay, make it slimy and cause a flow upon
the bed; for example, when a thin bed of vegetable earth rests upon
gravel, sand, or peat, and that upon clay, water will percolate, and
perhaps air, through the top soils, and may cause them to slip upon the
clay-bed. Also should a layer of clay overlie permeable strata, as clay
upon sand, or clay upon gravel, unless it is sufficiently thick and
solid to prevent infiltration, it may slide upon the permeable soil as
its lower surface becomes wet. When clay-hills have veins, water may
accumulate in them and flow, and if very dark yellow clay overlies light
yellow calcareous clay, which may rest upon hard blue clay, it is
obvious each stratum is somewhat differently affected by weather and
air, and therefore movement is to be expected. The edges of clay-hills
are always likely to slip, especially should they be in the form of
spurs.
Boulder-clay is seldom reliable, because, although it may be hard and
stand vertically in dry weather, in wet it swells, weathers quickly,
becomes soft and cakes upon drying. The stability of such soil is
governed not only by the nature of the clay, but by that of the boulders
and their effect upon the earth in which they are embedded, and much
depends upon the degree of changeableness upon exposure to air and
moisture of all the particles of which they are composed; hence
boulder-clay, although hard to excavate, may quickly dissolve. On the
contrary, it may occasionally be so hard that it seems to be solid rock,
and may even resist erosion and weathering as well as if it were rock;
but care must be taken to prevent indurated mud being mistaken for solid
clay-rock, and therefore it is advisable to test the soil with water.
Seams of silt, soft pasty soil, or soapy earth met with in clay, which
have become decomposed by atmospheric and aqueous action, are to be
feared, and the brown clay, especially when soft: red, or dark yellow
clays that break into laminæ and crumble upon exposure to the air, and
although tenacious in the flakes and when fresh-cut are loosely held
together in bulk, often have thin veins of sand in them; and when water
percolates it remains, and is very difficult to drain. It has also been
found that when minute non-adhesive particles of mica are present in
clay that it will become disintegrated by water, although it may be hard
to excavate. Some of the gault clays, although stable when dry, become
soapy when wet and are not easily managed, but the bluish grey gault is
usually tenacious and almost impermeable. The gault clays have little
sand in them but much calcareous matter, and, as a rule, they do not
swell and bulge like the London clays.
Public-domain text, read in full here on John Shaqi.
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