Some Engineering Problems Of The Panama Canal In Their Relation To Geology And Topography
Forfatter: Donald F. MacDonald
År: 1915
Forlag: Washington Government printing Office
Sted: Washington
Sider: 88
UDK: 626.1
Published With The Approval Of The Govenor Of The Panama Canal
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SLIDES.
63
fault zones and to prevent excessive water from seeping into them
where practicable. There might be cases ill which, it would pay to
reinforce these weak zones with steel and concrete to prevent initial
motion, but no such case came to notice in the work on the Canal Zone.
SLIDES DUE TO EROSION.
The soft and easily weathered rocks of Culebra Cut are much
trenched and washed by heavy rains where they slope steeply and
are unprotected by vegetation. The rapid weathering of those rocks
is due to the peculiar effects of leaching and oxidation, as explained
on page 52. Each, heavy rain removes the disintegrated soil from
the slopes of the excavation., fresh surfaces being exposed for further
weathering action. It is estimated that the sediment washed into
Culebra Cut in this way during the first few years would cover the
bottom of the cut to a depth of 2 inches or more each year. This
would amount to something over 65,000 cubic yards, which, at 25
cents per cubic yard for dredging, would add over $16,250 per year
to maintenance charges.
REMEDIES.
Fortunately, the luxurious growth of vegetation that characterizes
the region provides a remedy for erosion, for the slopes will suffer rela-
tively little when carpeted with grass and shrubs. It was therefore
proposed to promote the growth of vegetation on the permanent
slopes of the canal where necessary. Such vegetation will have no
effect on the large slides, but will minimize the wash from heavy
tropical rains. In order to alleviate the weathering and washing
effects in certain steep parts of the cut, a thin veneer of cement was
spread on the slope from a spraying cement gun. This plan was not
a success, however, because within a few months the thin veneer of
cement began to crack and peel off, owing the the following causes:
(1) Oxygenated surface waters seeped through the cement and
through the rock and oxidized the rock along its contact with the
cement, thus causing the adhesive zone, or contact, to become loose
and crumbly; (2) leaching by ground water loosened the rock and
tended to destroy the adhesion of the cement veneer; (3) irregular
swelling of the rock due to oxidation, adjustment of pressures, etc.,
cracked the cement veneer and further weakened it; (4) blasting
vibrations tended also to crack and scale off the veneer.
SLIDES DUE TO WASH OF STEAMERS.
Another erosion problem arising in connection with soft rocks
results from the wash of steamers passing through the canal. Any
protective covering used to obviate this will have to be designed
with some understanding of the geologic conditions of the rocks
that it is to protect. For instance, the rocks will swell somewhat