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FOUNDATION DESIGN FOR THE BURJ DUBAI THE WORLDS TALLEST BUILDING


Posted by: smart paper boy
Created at: Thursday 21st of July 2011 01:47:11 AM
Last Edited Or Replied at :Thursday 21st of July 2011 01:47:11 AM
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ng construction will be compared with those predicted.
INTRODUCTION
The Burj Dubai project in Dubai comprises the construction of
an approximately 160 storey high rise tower, with a podium
development around the base of the tower, including a 4-6
storey garage. The client for the project is Emaar, a leading
developer based in Dubai. Once completed, the Burj Dubai
Tower will be the world’s tallest building. It is founded on a
3.7m thick raft supported on bored piles, 1.5 m in diameter,
extending approximately 50m below the base of the raft.
Figure 1 shows an artist’s impres..................[:=> Show Contents <=:]



FOUNDATION DESIGN FOR THE BURJ DUBAI THE WORLDS TALLEST BUILDING


Posted by: smart paper boy
Created at: Thursday 21st of July 2011 01:47:11 AM
Last Edited Or Replied at :Thursday 21st of July 2011 01:47:11 AM
pile foundation, seminar construction of foundation of burj ppt , foundation design of burj dubai, go to first unread post foundation design for the burj dubai the world s tallest building , foundation design for the burj dubai the world s tallest building, seminar foundation design on marine soil , design foundation highest building in the world, civil seminar topics in foundation , burj dubai foundation design, burj dubai foundations design , burj dubai abstract, project on foundation design civil , foundation in marine soil, geotechnical investigation on ground improvement techniques , presentation on geotechnical investigation,
will be described. The paper sets out how the various design issues were addressed, including ultimate capacity, overall
stability under wind and seismic loadings, and the settlement and differential settlements.
The comprehensive program of pile load testing that was undertaken, which included grouted and non-grouted piles to a maximum
load of 64MN, will be presented and “Class A” predictions of the axial load-settlement behaviour will be compared with the measured
behavior. The settlements of the towers observed during construction will be compared with those predicted.
INTRODUCT..................[:=> Show Contents <=:]



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