Image by: Richard
MacLennan (Pinterest)
Challenges and Solutions
1. The
Island Construction
Burj Al-Arab was to be built on an
artificial island over 6ft water, about 280 meter off the coast of Dubai.
Building a 9000 tons structure over an artificial island in the sea presented
an unprecedented challenge, especially in the harsh weather conditions of
Dubai. To make matters worse, the architect wanted the island to be low rising
above the sea level to make it look like the building is rising directly from
water like a boat. This would expose the structure to the damaging forces of
sea waves.
Initially, a rock Island was
proposed but a rock island had to rise to a considerable height above the sea
level to ensure the structure won’t be damaged by the sea waves. Thus, the
engineer Mike McNicholas suggested that they use hollow hexagonal concrete
blocks on the sides of the island to dissipate the energy of the waves. The
problem with that solution was that it had never been used. Thus, it had to be
tested first by building a scaled island and exposing it to the proportionate
forces of the sea waves. Thankfully, the results of the tests came back
positive and work on the implementation of the solution was initiated. After two
years of work on the island, it was finally ready; rising only 6 meter above
the sea level.
Image
by: (Shane McGinley, title: Burj Al-Arab at 20, Arabian Business, Travel and
hospitality)
2. Sealing
off the sea water from seeping into to structure
Another major obstacle faced by
the construction team was the threat of water from the surrounding sea seeping
into the structure area from underneath and flooding the whole structure. This
situation, if happened, could have ended in the death of hundreds of workers.
Engineer Mike McNicholas sealed off the sea water by installing a 20m deep
steel wall around the area of construction. This steel wall made a coffer dam
and was to work as the external walls of the building basement after
completion. The coffer dam had solved the threat of sea water seepage from the
sides, however, issue still remained of the area being flooded from underneath,
especially after the excavation of sand for the construction of foundation. To
solve this problem, liquid cement was injected into the ground to make a cement
blanket. The cement blanket effectively resisted the pressure of sea water and
helped in the removal of sand from the construction site and the construction
of the foundation.
Image
by: (Jim Anderson; engineeringmechanicalsystems.com/dubai-engineering/)
3. Lateral
Stability of the Structure
The building is located in an
earthquake prone region. However, a bigger challenge is the wind. Being a
coastal area and keeping in view the harsh winds of Dubai, the design wind
speed was taken at 45m/s (162 km/hour). With the unique design of the building,
a wind of this magnitude could prove to be catastrophic for the building. In order
to give lateral stability to the building, an external steel exoskeleton was
designed. This skeleton consisted of two huge H-shaped steel frames embedded in
the concrete substructure and going above the height of the concrete superstructure
towards the back of the building to support the top mast. The exoskeleton was
further braced by providing huge steel trusses that were longer than a football
field and 10 times as heavy as a double decker buss. The exoskeleton provided
front to back lateral support. For side-to-side lateral support X-shaped braces
were provided between the two concrete wings inside the Teflon coated fabric
wall.
Image by: Martin J. Halford and Paul J. Walters (Cross Brace)
4. Neutralizing
Vortex Shedding
Before the implementation of the exoskeleton, a scaled model of the building with the exoskeleton had to undergo wind tunnel testing to confirm the adequacy of the design. The wind tunnel tests revealed another major issue with the exoskeleton. This issue was of Vortex Shedding (Phenomenon where when wind passes through a narrow structure, a series of alternate low pressures on the sides of the structure leads to an oscillating force that oscillates the structure at right angles to the direction of the wind). Vortex shedding could have damaged the exoskeleton. To counter the impact of Vortex shedding, tuned mass dampers were hung from the vulnerable points inside the exoskeletal frames.
Image
by: (Michael Gaspar; The mechanism and applications of a Tuned Mass Damper (TMD),
bsbgroup.com)



