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
With respect to the chief organ of stability in earths other than rock,
namely, the frictional resistance; friction during motion is generally
considered to be less than the force necessary to overcome it when at
rest, and undoubtedly this is the case when the surfaces are similar,
and are smooth and hard and not easily impressed, as iron, granite,
concrete, and metals generally; but when they are comparatively soft and
incapable of resisting indentation at any pressure that they may have to
bear, the difference between the coefficient of friction during motion
and that at the commencement of motion or of repose will not be so
marked, for other resistances may come into action not due _solely_ to
surface friction of the mass. A surface may become indented or roughened
thus offering opposition to motion not existing at the commencement of
movement, and particularly so in any earth of a mixed character
possessing hard particles, such as boulders, or sand in clay. On the
other hand, in the case of hard rock, solid clay, or other homogeneous
earth, the difference between friction during motion and that of
friction at rest may be reliably determined.
In soils of a granular or gritty nature small particles become detached
during motion, and by pressure occupy or become wedged into any cavities
upon the surfaces, and therefore offer resistance which is not _alone_
due to friction of a mass upon a like mass. From this cause friction
during motion may seemingly even become greater than during rest, but
with material consisting of rounded particles that will not wedge, the
friction upon a sliding surface may be lessened by reason of the grains
revolving.
In deducing a slope of repose for earth, the lowest value of frictional
resistance, whether during motion or at rest, should be taken, and
always as if the surfaces were wet. The coefficients of friction, F,
during motion usually range between 0·25 to 1·10, and the slope of
repose, S to 1, is consequently found by the expression—
S = 1/F,
therefore, S would equal to 1/0·25 to 1/1·10 = 4 to 1 TO 0·91 to 1, say,
1 to 1.
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