3.3.1 Other
types of mooring or tethering arrangements will be considered.
3.3.2 Where
the means of securing the installation is provided by frictional support
from the sea bed, the pontoons are to have a factor of safety of at
least 2,0 against sliding or bearing capacity failures under all loading
conditions occurring at the operating location.
The available unit friction between pontoon and soil (or along
any other potential failure surface, for example, between a fabric
drainage mat and soil) may be required to be verified by tests. Attention
is to be paid to the need to ensure good and complete contact between
pontoon and soil, and to guard against possible scour from current
and underbase erosion due to sub-surface erosion caused by water pressure
under the base. In general, this type of securing is to be considered
only for well protected locations, but each submission will be considered
with respect to calculations and test data supplied by the designer.