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
It is the constant absence of peace and rest in the earth that produces
instability, however great, however small, for the disastrous landslips
that have occurred in Switzerland and other parts of Europe, in India,
and recently at Quebec, and in all regions of the world were caused by
the same disintegrating operations as those which generate an earth-slip
of comparative insignificance. In proceeding to a practical
consideration of earthslips and subsidences, it may be well to call
attention to the complexity of the subject, the character and conditions
of earth and the impairing elements being so very variable and numerous
that it is impossible to determine any rules even for a particular soil;
and, moreover, it is necessary to separately consider slips in cuttings
and those in embankments, as movement is somewhat differently created,
and it does not necessarily follow because earth stands well in a
cutting that it will do so in an embankment, or _vice versâ_.
It may be said every kind of earth will slip or weather under certain
conditions, even the hardest rock if superimposed upon an unstable
stratum; therefore, some of the main questions to be considered are:—
I. THE PROBABILITY OF THE OCCURRENCE OF A SLIP.
II. THE EFFECT OF A SLIP.
III. SHOULD EVERY PRECAUTION BE TAKEN TO PREVENT A SLIP WHEN A
CUTTING IS BEING EXCAVATED OR AN EMBANKMENT BEING DEPOSITED; OR IS
IT BETTER TO REPAIR A SLIP AS IT HAPPENS?
It is obvious in railway cuttings and embankments a mere crumbling of
the surface may be disregarded, but in dock, canal, or any works
containing or expelling water, the smallest movement, crack, or aperture
must immediately receive due attention.
In order to effectually remedy a disease it is necessary to ascertain
its character. Many of the primary causes of slips in cuttings and
embankments are, therefore, here enumerated; but, of course, they are
not named in their order of importance, which cannot be established.
HEADS OF THE CHIEF CAUSES OF SLIPS AND SUBSIDENCES IN CUTTINGS.
1. The want of uniformity of the earth, particularly as regards
percolation, cohesive power, and resistance to change by the action of
water or meteorological influences.
2. The temporary or permanent exposure of the earth to the effects of
the atmosphere, rain, frost, and snow.
3. The opening to the air and weather, &c., of thin seams of an unstable
character, which, when unsupported, gradually crumble away and cease to
support superimposed strata.
4. The tapping of springs.
5. The lower portion of a slope being impaired or undermined through an
infiltration and flow of water.
6. The erosion of the slope.
7. The earth having intermediate unstable seams.
8. The unprotected surface of a cutting in light soil being loosened and
blown away by a storm of wind, especially when it is accompanied by
rain.
Public-domain text, read in full here on John Shaqi.
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