The Burj Khalifa is founded on pile supported raft foundation consisting of 194 bored-in-situ piles or drilled shafts as we commonly call them in the US with a 12 foot thick mat. The piles were […]
AECOM posted a nice summary of their geotechnical expertise on their website a few months ago. It offers a nice overview of what a geotechnical engineer can contribute to a project in terms of expertise, […]
The Kingdom Tower to be built in Jeddah, Saudi Arabia will be 1,001 meters tall when completed in 2018. It will be the first building taller than 1-km and 173 meters taller than the Burj […]
The newly announced Kingdom Tower is slated to be the World’s tallest when it is completed in 2016 in Jeddah, Saudia Arabia. Part of the $20B Kingdom City development, the tower will stand 3,280 feet tall and cost $1.2B itself. The architect is Adrian Smith who was also the lead architect on the current tallest building in the world, the Burj Khalifa in Dubai, UAE. You can see from the rendering (and others in the article) that the Kingdom Tower structure has a similar triangular footprint compared to the Burj Khalifa.
There is an excellent discussion of the geotechnical challenges, and really a synopsis of the entire foundation design process for the Kingdom Tower in the article from George Leventis, President of Langan International which is providing the geotechnical design… [Editor] Read on for more info on the foundations for the Kingdom Tower [/Editor]
The Burj Dubai Tower has recently reached it’s final height of 818m (2,684-ft or almost exactly 1/2 a mile!). The foundation system for the Burj Dubai is comprised of 192 bored piles (drilled shafts in my practice) 1.5-m (approximately 5-ft) in diameter and approximately 50-m deep (164-ft). A 3.7-m (12-ft) thick raft foundation sits on top of the piles under the full footprint of the structure. (Image from BurjDubaiSkyscraper.com)
The geotechnical investigation for the Burj Dubai (now to be known as Burj Khalifa after the UAE President) is described in detail in a paper by the geotechnical engineer of record, Grahame Bunce of Hyder Consulting (UK) and the independent technical reviewer for the geotechnical design, Harry G. Poulos of Coffey Geotechnics. Click through for the link to the paper and more details. […]
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