8.
locally if Sir John Goods would be good enough to define the quantity of concrete he considers necessary to expply
supply a skelsh
of the apparates
which has been found most convenient in
wes for depositing
for depositing the concrete
similar cases
in silu.
9.
Fourth recommendation.
Sir John Coonté's proposal te consolidată
the rubble mound is one which from personal
of a similar
experience, acquired
n works
character, I consider of the greatest importance, and I have therefore given the matter ~
most
el
careful
consideration. It is obvious that
the safety not only of the Praya Wall, but of
the roads and
absolutely
buildings on the stability of the foundation
in its rear, depends
which the wall rest; i. e.
of the rubble bank
on
or mound on which the wall is built. Witherto
the practice has been to build the wall on this mound, and since the rubble necessarily settles as it receives the weight of the experstructure, the upper
are
cor RLV
of the
the wall
to
so raised, fitted, and adjusted,
ao
eneure
7
L
eroure, ao
7.
52
far as practicable, a true line both laterally and vertically.
for the coping
Some miles of reclamation walls have in
the
past been.
executed in this
mamier,
and on the whole, sofar as I am able to judge from a limited personal observation, the result is fairly satisfactory. Whether any
of failure have occurred is not quite clear . I have heard reference
cases
on the Howloon side
ce made
to a cas
of the Harbour, but
have not yet succeeded in obtaining
case
authentic details. But it must be borne in
mind that the earlier reclamation
embankments were,
generally speaking, carried out in a much smaller depth of water than that along the line of the proposed
new
the
Praya. Moreover in the case of rubble mound just completed at Kennedy town (to which references has been abready
pagests and 5) in
made, see
with
in connexion.
a reclamation now being carried out under the Public Works Department;
Honourable P. Chater, in a co-
" for the comparatively
great
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