| Coastal structures in northern and central European waters as well
as offshore structures for exploration and production of hydrocarbons from
the European Arctic have to be designed to withstand the forces caused
by moving ice. These ice forces govern the design in most cases where ice
is present. The largest ice forces are caused by pressure ridges and by
level and rafted ice on vertical structures.
About these ice forces there exist an extraordinary uncertainty between
the predictions of scientists around the world. Such predictions scatter
for identical conditions by a factor of 10 to 15.
Recent findings from several full scale measurements indicate that ice
forces on vertical structures are indeed 10 times smaller than they have
been used for their design. This could mean, that coastal structures and
bridge piers are significantly over-designed.
The overall objective of the project was to prove the validity of lower
ice forces, and to have the results accepted by authorities and users,
and ultimately incorporated into an EUROCODE. This was successfully
achieved by research work of technically and scientifically highest standard
without leaving any doubts in the results.
In order to achieve this goal, the following research program was executed:
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Evaluation of existing ice force prediction methods, including theoretical
ice force models and identification of possible reasons for the wide scatter
of predicted ice forces.
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Full scale measurements of forces caused by level ice and ridges at an
out-of-use lighthouse in the northern Gulf of Bothnia (Baltic Sea)
by load cells mounted in panels installed at the lighthouse's basement
at different pressure areas. This includes accurate and complete characterisation
of ice features (level ice and ridges) interacting with the lighthouse.
In this conjunction the fracture toughness of level ice, the strength of
consolidated and unconsolidated parts of ridges and the documentation of
the ice failure process are obtained.
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Development of new theoretical ice force models on the basis of the experimental
results. Special emphasis will be dedicated to fracture mechanics and fracture
characterisation of the complex systems generated by the repeated fracture
as well as to constitutive modelling of ice rubble in pressure ridges and
its progressive failure modes.
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This will yield recommendations of ice forces on vertical structures from
level ice and ridges which will be elaborated in consultation with the
classification societies.
The features that distinguish the present research project from
previous work are:
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More sophisticated determination of the level ice properties by laboratory
tests on compressive strength, tensile strength, E-modulus and fracture
toughness, The latter one is of great importance for formulation of theoretical
prediction models.
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In-situ determination of the compressive strength of the consolidated layer
of pressure ridges as well as the shear strength of unconsolidated ridge
material (broken ice). This has never been done before.
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Close-up measurement of ice thickness (level ice as well as ridges) in
front of the lighthouse.
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Determination of the ice failure process when interacting with the lighthouse.
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Determination of the ice thickness effect on the ice forces by a special
field test apparatus.
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Determination of the effect of non simultaneous failure of the ice when
interacting with the lighthouse by using 10 force measuring panels (instead
of 3 to 5 as being used in previous full scale measurements).
The achievements of the research project contributed to
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a fundamental insight into the problem of ice structure interaction,
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ice force prediction models based on most extensive field and laboratory
studies,
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the elucidation of the controversy on ice forces,
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validation of low ice force levels for the case of ice breaking against
vertical structures.
The results
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provided governmental authorities and classification societies with substantial
information on ice forces on coastal, offshore and structures on inland
waters (estuaries, rivers, lakes),
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provided the basis for the development of EUROCODES for ice forces,
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drastically reduced the costs for structures to withstand ice loads in
future designs,
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opened new possibilities for technical and scientific developments.
The LOLEIF project combined the efforts
of experts of six European countries (Finland, France, Germany, Norway,
Sweden and the United Kingdom) working together for three years with substantial
resources in collaboration with specialists from Canada, Russia and the
USA.
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