Pressure, Resistance, and Stability of Earth: American Society of Civil Engineers: Transactions, Paper No. 1174, Volume LXX, December 1910Meem, J. C.
Science
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
The piston was plunged into clear water, and it was found that the
pressure required to lift it was about 4 lb. The cap was then taken off,
a depth of about 2 in. of sand was placed in the bottom of the chamber,
and then the piston was set in place and surrounded by sand to a depth
of some 6 in., water being added so that the sand was completely
saturated. This was allowed to stand until it had regained the stability
of ordinary sand in place, whereupon the cap with the collar bearing was
set in place over the piston, the machine was coupled up, and the pump
was started. A series of four experiments, extending over a period of
two or three days, gave the following results:
_Test 1._--The piston began to move at a pressure of 25 lb. The pressure
gradually dropped to 71/2 lb., at which point, apparently, it came out of
the sand, and continued at 71/2 lb. during the remainder of the test.
_Test 2._--The piston was plunged back into the sand, without removing
the cap, and allowed to stand for about 2 hours. No attempt was made to
pack the sand or to see its condition around the piston, it being
presumed, however, that it had reasonable time to get a fair amount of
set. At slightly above 20 lb. the piston began to move, and as soon as a
pocket of water accumulated behind the piston the pressure immediately
dropped to 9 lb. and continued at this point until it came out of the
sand.
_Test 3._--The piston was plunged into the sand and hammered down
without waiting for the sand to come to a definite set. In this case the
initial pressure shown by the gauge was 171/2 lb., which immediately
dropped to 8 lb. as soon as the piston had moved sufficiently far to
allow water to accumulate below it.
_Test 4._--The cap was again removed, the piston set up in place, the
sand compacted around it in approximately the same condition it would
have had if the sand had been in place underground; the cap was then set
in place and, after an hour, the pump was started. The pressure
registered was 25 lb. and extended over a period of several seconds
before there was any movement in the piston. The piston responded
finally without any increase of pressure, and, after lifting an inch or
two, the pressure gradually dropped to 10 lb., where it remained until
the piston came out of the sand.
The sum and average of these tests shows a relation of 22 lb. for the
piston in sand to about 81/2 lb. as soon as the volume of water had
accumulated below it, which would correspond very closely to a sand
containing 40% of voids, which was the characteristic of the sand used
in this experiment.
The conclusions from this experiment appear to be absolutely final in
illustrating the pressure due to water on a tunnel buried in sand,
either on the arch above or on the sides or bottom, as well as the
buoyant effect upon the tunnel bottom under the same conditions.
Public-domain text, read in full here on John Shaqi.
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