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
clay and shale beds in cuttings are present, a slope of 1½ to 1 has been
insufficient, and they have not been stable till an inclination of 2 to
1 has been adopted.
As cuttings in rock are frequently in the side of a hill, the dip of the
strata should be ascertained, and in the case of an unstratified rock,
it should be known whether it is fissured or lies upon a solid and firm
bed considerably below the level of a cutting, so that it may be
prevented from movement. It should also be ascertained if the top
stratum is a mere crust, such as a capping of conglomerate resting upon
clay-rock, through which water may burst and cause it to separate, and
sometimes the rock may be more solid in the valleys than upon the
hill-side because of greater diluvial action, and induration caused by
exposure.
The crystalline rocks are the least easily destroyed and are generally
rough and jagged. The science of geology shows that limestones,
sandstones and clays, were originally heaps of mud deposited, removed or
arranged by water; and that boulders are transplanted masses from the
parent rock, and are worn and rounded by mechanical attrition.
Consideration of the manner in which rocks have been formed affords a
fair indication of their stability in earthwork; for instance, many clay
rocks are reduced to a pasty condition by the action of water and air,
but with different results according to their nature, some requiring
blasting to excavate them. On the other hand, there are sandstones which
although soft in the quarry become hardened when exposed to the
atmosphere. A dock cut in red sandstone when exposed to the atmosphere
may slip and fail, but if the rock be protected from the weather or
constantly covered with water it may be reliable.
Public-domain text, read in full here on John Shaqi.
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