The Leaning Tower of Pisa is a hollow, cylindrical
structure with internal and external facings of hewed marble, and the
cavity in between these is filled with coarse rubble and mortar (called
‘pouch’ masonry). The
stonework mass is surrounded by arcades of arches and columns, which stand
on a drum base and are topped by a bell chamber.
The structure is therefore made of eight segments, called tiers.
A spiral staircase of 293 steps, set in the thickness of the
stonework, leads to the bell-chamber.
The tower is 58.5 meters high form the plane of its foundation and
weighs 14,500 tons. The
foundations are 19.6 meters in diameter; the mean pressure on the ground
is 50.7 tons per square meter. This
figure is very high in ratio to the poor quality of the ground of the
foundations. The South side
(leaning direction) of the second tier is submitted to a great amount of
stress on the stonework; consequently, there is risk of fracture due to a
crushing effect, and this could cause the Tower to collapse suddenly.
To lessen this risk, the critical area was encased in
1992 with gently taut, fine steel cables sheathed in plastic.
The final stages of solidification of the structure are now (1999)
in progress; once these have been completed, the steel bands will be
removed.
For as far as 40 meters deep, the ground surrounding
the foundations of the Tower is of very poor quality. The weight of the Tower has deformed the clay ‘platform’
to the extent that it has caused a basin-shaped depression under the
construction itself. In fact,
the changeability of the ground in the foundation area is the actual cause
of the inclination of the Tower. To
date, the degree of inclination is approximately 10% (5.5 sexagesimal
degrees, or 20,000 arc seconds; the seventh cornice overhangs the first by
4.5 meters). Calculations
show that since the beginning of this century the inclination has
constantly increased, at an average rate of 5 to 6 arc seconds per year
(which corresponds to slightly over one millimeter per year increase in
the overhang). The Tower
began inclining during its construction, which took place in three stages
(with an interruption of about one century between each). Between the years 1173 and 1178, Bonanno directed the work as
far ad half way up the fourth tier, and from 1272 to 1278 Giovanni di
Simone brought it up to the seventh cornice; during its latter period it
began leaning towards South, as may be seen in the corrections imposed by
the builders. The
bell-chamber was added on between 1360 and 1370 by Tommaso Pisano, son of
Andrea, simultaneously to further counterbalance of the inclination which
had accumulated in the meantime; in fact, the floor of the bell chamber
has six steps on the South and only four on the North.
It has been calculated that the inclination of the Tower had
already reached 1.6 degrees or approximately 6,000 arc seconds, by 1360.
Only a slight margin of safety separates the Tower
from the risk of capsizing and collapsing.
In order to decrease this risk, ingots of lead, weighing a total of
just under 1,000 tons, were attached to the monument on the North side in
1993. This temporary
expedient has decreased the inclination by about 50 arc-seconds (meaning
over one centimeter less overhang) and arrested the progressive increase
in inclination. The ultimate solidification of the Tower will entail a
decrease in inclination of approximately a one-half degree (1,800 arc
seconds), around 35 centimeters less overhang.
This means that the Tower will be brought back to the position it
held three centuries ago, and in which it will remain stable.
This decrease will not be visible to the naked eye – hence the
Tower will practically not change in appearance.
The decrease in inclination will be produced by the
removal of earth towards the North of the monument and from underneath the
Northern border of its foundation, by means of inclined, 15 centimeter
diameter perforations, furrowed with special drills.
A first series of holes has already been drilled
between February and May 1999, achieving a decrease in inclination of
about 120 arc seconds (or, over 2 centimeters reduction in overhang).
At the same time, the removal of lead ingots began.
Prior to this procedure, two pairs of steel cables were installed
and attached to the third tier as a preventative measure; if the necessity
should arise, stabilizing forces may be applied with these cables.
The complete procedure foresees the removal of earth
through 41 holes and the entire operation should last about 18 – 24
months; throughout the procedure all the lead ingots will be gradually
removed and, at the end of the work, the steel cables will also be
dismantled, leaving the monument free of the obstacles and ready to be
admired by the whole world.
Last, but not least, the surface of the Tower will
undergo restoration and cleaning
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