2. Science Art Religion Politics Scholarly Articles For Mathematics
and Productivity
http://www.twitlonger.com/show/n_1sp9pjo?new_post=true
MICROSOFT OneDrive PPT’s PDF’s BOOK LESSONS
Dr f Dejahang BSc CEng, BSc (Hons) Construction Mgmt, MSc,
PhD
17. Poor
management of
thepreparation
of thesitefor
construction
Wrong man set to
managethework
Theworknot checked
byaproject leader
Thesizeand extent of
thework
underestimated
Slow handling of the
casebytheauthorities
Delaysin the
start of the
construction
Chose10gradesof
pollution
classification,
which takestime
Thetrackforthe
cranewaslaid
beforethepiles
werecut to theright
heights
Complicated
methodsforthe
excavation
Theuseof timeand
resourcesnot
optimal
Focuson
cost-benefit
optimisationof
own task
Poor planning of
thesequenceof
theprocess,
especiallyfor
bungsand piles
Slow decision-
making when
unforeseen
problemsarise
Too few
employeesforthe
job
Poorfocuson
deadlines
Complication in
thepilecutsand
economiclosses
1
Figure 3
21. ANALYSIS OF FAILURE IN A
BUILDING PROJECT
Figure 5 illustrates the bow-tie analysis of
another consequence of the incompetent
management
the bungs were driven in too early in the
process, which had serious consequences for
later stages.
This shows that the reason for driving the bungs
early was quite reasonable – but also that there
was no adequate process analysis.
22. ANALYSIS OF FAILURE IN A
BUILDING PROJECT
Tooearlydrivingthe
bungs
Itisbesttodrivethe
bungsinbeforethe
excavationprocess
Theentrepreneurhad
freecapacityof
manpoweratanearly
stage
Theconsequenceswere
notevaluated
Theexcavationwent
ontobemost
complicated
Theearly placement
ofthebungs
obstructedaccessfor
cuttingthepiles
Delayedthe
preparationof
thesite
Thisforcedthe
entrepreneursto
usean
inconvenient
methodfor
cuttingthepiles
14
Figure 5
23. ANALYSIS OF FAILURE IN A
BUILDING PROJECT
Figure 6 illustrates that pile driving
came too late in the process, with the
result that other process stages, e.g.
laying the crane tracks, occurred
before the piles were cut, with
consequences for the pile cutting.
24. ANALYSIS OF FAILURE IN A
BUILDING PROJECT
Delayed
drivingin
thepiles
Thepreparationof the
groundwasmore
complicatedthan
expected
Poormanagementof
thepreparationofthe
ground
Thetrackstothecrane
couldn´t waitandwere
laidbeforethepiles
hadbeencut
Thisdelayedthestart
oftheconstruction
15
Figure6
29. B. Overview of mutual relationships between critical events
Time delaying
Cost consuming
Resource requiring
The client The design process The foundation The shell Ext. accommodation Int. accommodation Delivery
4.Unrealistic
timeframe for
the delivery
2.Overload of
the site manager
for the shell
1.Poor manage-
ment of the
preparation of
the site for
constrution
3.Acceptance of
additional
choice at the
wrong moment
5. Lack ofironin
filigree slab
6.Filigree slab are
thicker than on
drawrings
10.Instalations
overlapping
11.Outlet put in same
place as a pile
12. Achitectural
ironmongery problem
in dobbeltwalls
13. Slow excavation
and preparation ofthe
ground
14.Too early driving
in of the bungs
15. Delayed drivingin
of the piles
16. Broken piles
17. Damage tothe
iron in the piles
18.Excavationfilled
with water
19. Employment
problems
20. Lacks ofprops up
to filigree elements
21.Poor erectionof
concrete elements
22. Lopsidedness of
walls
23.The width of the
filigree elements too
small
24. Wrong placement
of wall in the entrance
25. Slow and poor
finish
26. Poor mainte-
nance, cleaning
27. Delivery failure of
concrete elements
28. Failure in outlet at
the cubicle
29. Wrong chock up
at the cubicle
44.Water in the
corrugated pipes
45.Uneven and slope
of surface
46. Too small room
for batten
47. Wrong masking-
off in wall
48. Few socket outlet
in rooms
49. Damage of wall in
cubicle
50. Diffuculties in
mounting of kitchin
elements
51. The crew for
painting too small
52. A simple
accident
53. Oil pollution
54. Late delivery of
floor materials
55. Defects at the
time for delivery of
the building
7. Lacks in the design
of elect. installations-
30.Poor coordina-
tion of agreements
31.The building
can´t be cloosed
32.Placementof
the crane track
33. Damage to
windows
34. Water intrusion
from the roof
37. No space for
window
36.Humidity of the
plaster
35.Many cut outs
are needed
38. Lacks ofplates
39.Isolations prob.
41. Water inpenth.
42. Damagedpipe
43.Late deliveries
40. The plates on
the roof too high
35. ANALYSIS OF FAILURE IN A
BUILDING PROJECT
It was also possible to clarify the
link between deficient electrical
planning and a number of critical
events later in the construction
phase during the internal fitting
out.