A Closer Look at Prevailing Civil Engineering Practice - European ...
A Closer Look at Prevailing Civil Engineering Practice - European ...
A Closer Look at Prevailing Civil Engineering Practice - European ...
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A <strong>Closer</strong> <strong>Look</strong> <strong>at</strong> <strong>Prevailing</strong> <strong>Civil</strong> <strong>Engineering</strong> <strong>Practice</strong>, Wh<strong>at</strong>, Why and How<br />
Vincent T. H. CHU<br />
carried out some time l<strong>at</strong>ter after initial tightening.<br />
6. Wh<strong>at</strong> are the limit<strong>at</strong>ions of CCTV regarding the inspection of<br />
sewers<br />
CCTV is a well-established and prevalent method for pipe inspection.<br />
However, there are several limit<strong>at</strong>ions of CCTV technology:<br />
(i) It could only provide the view of pipe internal surface above<br />
w<strong>at</strong>erline.<br />
(ii) It does not provide the view of soil conditions surrounding the pipe.<br />
(iii) Most CCTV system is incapable of measuring pipe gradient.<br />
(iv) It does not provide any structural d<strong>at</strong>a on the integrity of pipe wall.<br />
7. Wh<strong>at</strong> is the difference between ductile iron pipes and steel pipes in<br />
resisting external loads<br />
Ductile iron pipes normally possess thicker pipe walls and are generally<br />
stiffer than steel pipes. As such, it replies less on side fill soils to support<br />
external loads. Hence, it is not necessary to achieve highly-compacted<br />
soils for ductile iron pipes for sustaining external loads.<br />
For steel pipes, owing to less stiffness associ<strong>at</strong>ed with thinner pipe walls, it<br />
relies heavily on the stiffness of backfill soils in resisting external loads.<br />
Hence, to enhance the external load-carrying capacity of steel pipes, the<br />
most convenient methods are to improve the quality of backfill m<strong>at</strong>erials<br />
and to increase the level of soil compaction.<br />
8. Wh<strong>at</strong> does the pipe thickness of ductile iron pipes generally larger<br />
than th<strong>at</strong> of steel pipes<br />
Both steel pipes and ductile iron pipes use hoop stress equ<strong>at</strong>ion to model<br />
internal pressure design. The difference in pipe thickness arises as a result<br />
of more conserv<strong>at</strong>ive approach in DI pipes.<br />
For ductile iron pipes, surge pressure is considered as part of design<br />
pressure and they are added together before applying a safety factor of 2<br />
as follows:<br />
F( P + S)<br />
D<br />
t =<br />
2Y<br />
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