418
but with slopes steeper than those here proposed, and there is therefore the lest of practical experience in
addition to the main reconemenda ir. Economy
tion to granite rubble
becau
wadlo
of cost. If there were any exposure to heavy rollers the form of rubble foundation shewn in the tracing would scarcely be-
admissible and recourse would
have been had to a design with piling or concrete blocks. That- there will be vertical settlement in the rubble foundations until the superineumbeut
pressure neitralized by the incompressi = :bility of
the clay bed is certain, but such subsidence is capable
of being made good by adding to the height of the wall by –
specially cut coursed
as has pre
oroicaly
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