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Burj KhalifaA new high for high performance SCC
James Aldred PhD, CPEng, LEED AP, FIEAust, FACI, FICT
Technical Director – AECOMAdjunct Associate Professor - School of Civil & Environmental Engineering, University of New South Wales
Burj Khalifa
Piling:
• 60 MPa SCC
Raft:
• 50 MPa SCC
Tower:
• 80 MPa to 440 metres
• 60 MPa to 581 metres
• 80 MPa to 585 metres
• 60 MPa to 605 metres
Mix Design for raft (Temperature and durability considerations)
Cement (MSRPC) 252 kg/m3
Fly Ash 168 kg/m3
Silica fume 30 kg/m3
Aggregate (20 mm) 368 kg/m3
Aggregate (10 mm) 368 kg/m3
Washed crushed sand (0-5 mm) 552 kg/m3
Dune Sand (0 – 0.6 mm) 552 kg/m3
Fine Aggregate Component 60%Polycarboxylate SP 4 - 6 L/m3
VMA 1 - 1.5 L/m3
w/cm 0.32
Burj KhalifaTemperature rise in centre of tower raft
THE BURJ DUBAI TOWER RAFT FOUNDATION WORKS
Automated Concrete Temperature Monitoring
COLUMN H
10
20
30
40
50
60
70
80
13-Oct 18-Oct 23-Oct 28-Oct 2-Nov 7-Nov 12-Nov 17-Nov 22-Nov 27-Nov 2-Dec 7-Dec 12-Dec 17-Dec 22-Dec 27-Dec 1-Jan
Date : Time
Tem
pera
ture
(D
eg
ree C
)
Ambient
TC_H1
TC_H2
TC_H3
TC_H4
TC_H5
TC_H6
Compressive strength of cores (ASTM C39)
ASTM Core tests
0 10 20 30 40 50 60 70 80
28-3000 (2)
24-2800 (2)
20-2400 (1)
16-2000 (0)
12-1600 (4)
8-1200 (1)
4-800 (3)
0-400 (6)
Dep
th in
to r
aft
(N
o o
f re
su
lts)
Strength MPa
Modulus of cores (ASTM C469)
Modulus
0 5000 10000 15000 20000 25000 30000 35000 40000 45000
28-3000 (1)
24-2800 (1)
20-2400 (0)
16-2000 (5)
12-1600 (0)
8-1200 (5)
4-800 (3)
0-400 (2)
Dep
th in
to r
aft
(n
o o
f re
su
lts)
Modulus N/mm2
Coulomb values (ASTM C 1202)
Rapid Chloride Permeability Test
0 100 200 300 400 500 600
28-3000 (1)
24-2800 (0)
20-2400 (0)
16-2000 (0)
12-1600 (1)
8-1200 (1)
4-800 (1)
0-400 (3)
Dep
th in
to r
aft
(n
o o
f re
su
lts)
Permeability - coulomb
Burj Khalifa - Structural System Description
Reinforced Concrete Core Wall System
hotel / residential / office
Steel Braced Frame
spire, communication
Pile Supported Raft Foundation
Mixture proportions
Code C80-20 C80-14 C80-10 C60-10 C50-20 C50-14
Max.Agg 20 14 10 10 20 14
w/cm 0.27 0.30 0.29 0.35 0.36 0.36
OPC 380 384 400 376 328 338
FA 60 96 100 94 82 112
SF 44 48 50 25 25 25
F.Agg % 50 49 49 51 49 50
Reductions in slumpflow during pumping trials
Pipe Length(m) Concrete grade
Slumpflow(mm)
At plant Before
pumping
After
pumping
Loss
/100m
250 C80-20 600 580 495 34
450
C80-14 600 545 475 16
C80-10 630 560 415 32
C80-20 600 540 420 27
600
C50-14 630 580 480 17
C60-10 620 560 395 28
C80-14 600 410 32
Concrete pressure during trials
Pipe
Length(m)
Concrete grade
Output(m3/hr)
Friction factor
Concrete pressure (bars)
Hopper 250m 450m 600m
250 C80-20 29 5.3 119 21 - -
450
C80-14 29 2.3 88 43 10 -
C80-10 33 2.0 90 47 11 -
600
C50-14 30 1.6 88 51 27 8
C60-10 27 1.9 99 63 34 11
Increases in temperature during pumping trials
Pipe Length(m) Concrete grade
Temperature (0C)
At plant Before
pumping
After pumping Increase
/100m
250 C80-20 26 27 30 1.2
450
C80-14 25 25 29 0.9
C80-10 28 27 32 1.1
C80-20 27 28 37 2.0
600
C50-14 26 27 33 1.0
C60-10 27 28 35 1.2
C80-14 29 35 1.0
0
5
10
15
20
25
30
35
40
0
100
200
300
400
500
600
700
17-Jun-06 24-Jun-06 1-Jul-06 8-Jul-06 15-Jul-06 22-Jul-06 29-Jul-06 5-Aug-06 12-Aug-06 19-Aug-06 26-Aug-06
Co
ncre
te t
em
pera
ture
(0C
)
Slu
mp
flo
w (
mm
)
Date poured
C80A - Slumpflow and temperature data
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
0
25
50
75
100
29/11/06 18/1/07 09/3/07 28/4/07 17/6/07 06/8/07 25/9/07 14/11/07
Std
Dev
iati
on
(M
Pa)
Stre
ngt
h (
MP
a)
Pumping pressure vs height
0
20
40
60
80
100
120
140
160
180
200
0 100 200 300 400 500 600
Height (m)
Pre
ssu
re (
bar)
C80-20
C80-14
C60-14
Linear
(C60-14)Linear
(C80-20)Linear
(C80-14)
Effect of pumping on fresh concrete properties
Grade of concrete
Level
Samplingbefore
pumping
after
pumping
before
pumping
after
pumping
before
pumping
after
pumping
before
pumping
after
pumping
before
pumping
after
pumping
before
pumping
after
pumping
Slump Flow (mm) 640 545 620 570 710 635 640 620 570 550 690 600
T-500 (sec) 2.4 2.5 2.6 2.0 3.5 3.1 4.7 3.9 9.2 4.1 4.3 6.9
Temperature (C ) 25.0 29.0 25.0 28.0 25.0 27.0 25.0 26.5 28.0 31.0 24.0 26.0
P lastic viscosity (P a.s) 24.0 12.7 24.7 13.0 39.8 29.7 40.9 16.0 51.4 26.9 93.4 45.8
Dynamic Yield Stress (Pa) 56.8 116.8 61.5 125.4 12.1 37.1 62.6 92.4 85.4 116.0 18.5 48.3
C80/20 (5inch)
L102L126
C60/14
L129
C80/14
L115-1 L115-2 L125
Tower Height: 1,000+ meters
Number of floors: 240 +
Estimated Concrete: 250,000 m3
– 85 MPa to L98 170,000 m3
– 75 MPa to L168 70,000 m3
– 65 MPa to 975m 10,000 m3
Kingdom Tower
Conclusions
• Concrete has now replaced steel as the material of choice for supertall building construction.
• Self consolidating concrete provides for rapid and high quality construction which can be pumped great distances.
• Good quality control to maintain consistent concrete properties is important to ensuring continuous uninterrupted concrete pumping at high pressure.
• Ensuring a cohesive slurry to prime the pipeline is important to prevent segregation and blockage, especially in pumping highly workable concrete.