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Lakeside Office Development on Dolomitic Ground

 Lakeside Office Development on Dolomitic Ground
Author(s): ,
Presented at IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018, published in , pp. S13-59
DOI: 10.2749/nantes.2018.s13-59
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Lakeside Office Development is a 43 000 m², 9 storey commercial office building. The site geology consists of dolomitic bedrock including four cavities and a highly fluctuating profile. The design ...
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Bibliographic Details

Author(s): (AECOM SA, Gauteng, South Africa)
(AECOM SA, Gauteng, South Africa)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018
Published in:
Page(s): S13-59 Total no. of pages: 8
Page(s): S13-59
Total no. of pages: 8
DOI: 10.2749/nantes.2018.s13-59
Abstract:

Lakeside Office Development is a 43 000 m², 9 storey commercial office building. The site geology consists of dolomitic bedrock including four cavities and a highly fluctuating profile. The design required sufficient robustness to adapt to the known and unknown variabilities of the ground and the potential 15 m wide sinkholes that could develop. The solution was a 2.25 m thick concrete raft poured in 10 individual continuous pours of up to 1,400 m³ each. This solution worked with a geotechnical system of blasting, excavating and dynamically compacting the underlying material. In conjunction with the design solution, a measurement and testing regime was established to allow the early prediction of propagating sinkholes; and a strict water management system was implemented to prevent water ingress, the main instigator of dolomitic sinkhole propagation. This project used the mega-structural element of the raft to ensure robustness against severe accidental loading while the innovative monitoring system ensures an early warning system.

Keywords:
Dolomite concrete raft large foundations dynamic compaction commercial structures