Pressure, Resistance, and Stability of Earth: American Society of Civil Engineers: Transactions, Paper No. 1174, Volume LXX, December 1910Meem, J. C.
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Pressure, Resistance, and Stability of Earth: American Society of Civil Engineers: Transactions, Paper No. 1174, Volume LXX, December 1910
Meem, J. C.
Civil engineering -- Periodicals; Soil mechanics
Regarding his criticism of the lack of arching action in balls or
marbles, he seems to reason that the movement of the marbles would
destroy the arch action. It is very difficult for the writer to conceive
how it would be possible for balls or marbles to move when confined as
they would be confined if the earth were composed of them instead of its
present ingredients, and under the same conditions otherwise. Mr.
Goodrich can demonstrate the correctness of the writer's theories,
however, if he will repeat the writer's Experiment No. 3, with marbles,
with buckshot, and with dry sand. He is also advised to make the
experiment with sand and water, described by the writer, and is assured
that, if he will see that the washers are absolutely tight before
putting the water into the box, he can do this without bringing about
the collapse of the arch; the only essential condition is that the
bottom shall be keyed up tightly, so as not to allow the escape of any
sand. He is also referred to the two photographs, Plate XXIV,
illustrating the writer's first experiment, showing how increases in the
loading resulted in compacting the material of the arch and in the
consequent lowering of the false bottom. As long as the exposed sand
above this false bottom had cohesion enough to prevent the collapse of
the "centering," this arch could have been loaded with safety up to the
limits of the compressive strength of the sand.
To quote again from Mr. Goodrich:
"Furthermore, the author's reason for bisecting the angle between
the vertical and the angle of repose of the material, when he
undertakes to determine the thickness of key, is not obvious. This
assumption is shown to be absurd when carried to either limit, for
when the angle of repose equals zero, as is the case with water,
this method would give a definite thickness of key, while there can
be absolutely no arch action possible in such a case; and, when the
angle of repose is 90 deg., as may be assumed in the case of rock, this
method would give an infinite thickness of key, which is again seen
to be absurd."
Public-domain text, read in full here on John Shaqi.
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