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
2. Erosion of the land slope or backing of a retaining wall by waves, or
spray falling thereon and necessarily passing over the top of an
embankment.
3. From abrasion and damage, caused by vessels or barges rubbing or
colliding against a slope.
4. From erosion caused by wave action produced by the passage of boats
or ships propelled by machinery; or by wind waves.
5. Variation in the water level, causing unequal pressure.
6. In the case of a reclamation embankment, it being closed from the
ends, and not by raising in layers, from the ground level.
7. Variation of the submerged area, and consequent change in the degree
of exposure to deteriorating influences.
* * * * *
To sum up, the principal causes of slips in earthwork may be stated to
be air, water, frost and thaw, over-pressure, and vibration; the chief
agent both in cuttings and embankments being water, which forces forward
the surface of the slopes and destroys the cohesion of the soil, and
impairs its frictional resistance until the earth is unable to sustain
the weight upon it; vibration aiding and completing the movement, as it
not only tends to loosen the soil, but may disturb the equilibrium of
earthwork which is almost moving, and only requires a slight shock to
set it in motion: in fact, vibration is frequently the complementary
agency that causes a slip, and is obviously felt most in loose soils;
but if there should be fissures in earth of a tenacious character, or
boulders in clay to disconnect it, the effect of vibration will be more
serious in the latter case, as whole masses of earth may become
detached, instead of an equal settlement proceeding as with soils, such
as sand and gravel, which may become consolidated by shaking, owing to
wedging of the particles, should the slopes be sufficiently flat to
prevent lateral movement; but it may detach portions of the slopes in
soil having little or no cohesion, and thus initiate a slip.
In the following chapters the chief causes of slips in cuttings and
embankments are considered, together with others bearing upon a solution
of the subject, which is so interwoven that it is impracticable to
preserve a successive order, but an endeavour has been made to
separately indicate the cause and some remedies that may be adopted: but
before proceeding to particularise, it may be well to name a few
dominant principles of the alignment of public works, which if duly
regarded may tend to prevent slips of serious importance.
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