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which ample material of excellent quality is conveniently
available, both in regard to the stone and sand required
for the aggregate and also the Portland cement, excellent
cement being procurable from the Green Island Cement Works
st KowloGR.
In this connection we may say that we have
considered alternative methods for the construction of the
quays, both in reinforced concrete and steel, but when the
usssssary prevision is made for retaining the filling at
the back there is no saving in cost. On the other hand
such structures are specially subject to deterioration.
involving considerable maintenance costs, whereas with a
solid concrete block wall the contrary is the case.
have, therefore, no hesitation in recommending this form of
construction.
From a examination of the samples of the
berings which we have received, and consideration of the
conditions under which the prickings were carried out, we
are of opinion that satisfactory foundations will be
obtainable throughout at a fairly reasonable depth.
Dealing with Jetties Nos. 1 and 2, it would appear that the foundations of the landward portions of the deep water
qusy works will be dirsetly upon the material described
as "hard as derived from berings". Fassing seaward the
depth at which this material is found increases and at
the outer and of the works and for some distance shorewRTÓS
would be at too great a depth to be reached by the solid
blackwork of the walls. Over this longth we would propese
to dredge a trench in the material described as "hard as
derived from prickings", within which rubble stone would
be deposited brought up to the level required for the
--20--
7%
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