What allowance should be made for the buoyancy of a tunnel 20 ft. in
diameter, the top of which was buried to a depth of 20 ft. in sand above
which there was 40 ft. of water?

It is believed by the writer that most of the authorities are silent as
to the solution of problems similar to the above, and it is because of
this lack of available data that he has directed his studies to them.
The belief that the results of these studies, together with such
observations and experiments as relate thereto, may be of interest, has
caused him to set them forth in this paper.

He desires to state his belief that if problems similar to the above
were given for definite solution, not based on ordinary safe practice,
and without conference, to a number of engineers prominently interested
in such matters, the results would vary so widely as to convince some of
the critics of this paper that the greater danger lies rather in the
non-exploration of such fields than in the setting forth of results of
exploration which may appear to be somewhat radical.

Further, if these views result in stimulating enough interest to lead to
the hope that eventually the "Pressure, Resistance, and Stability" of
ground under varying conditions will be known within reasonably accurate
limits and tabulated, the writer will feel that his efforts have not
been in vain.


FOOTNOTES:

[Footnote H: "Lateral Earth Pressures and Related Phenomena,"
_Transactions_, Am. Soc. C. E., Vol. LIII, p. 272.]