This has to be one of the most complex geotechnical engineering problems I’ve heard of for a building, if not for any kind of project. For starters, beneath the proposed 10-story office building referred to as Cannon Place lies the Cannon Street Train Station built in 1868. Also beneath the site are walls and foundations of a Roman Governor’s palace. In order to accommodate these features, the building has 21-m cantilevers at each end, with the load bearing happening over two groupings of columns at the 1/3 points. In section it looks quite like a 3-span bridge…without the abutments and stacked 10-stories tall! More after the break. (Images by New Civil Engineer) […]
The Association of Drilled Shaft Contractors or ADSC has a catalog of their technical library available through their website. ADSC has countless useful publications for drilled shaft designers, most of them very reasonably priced for […]
Dan Cadenhead will serve as Hayward Baker’s senior vice president heading its Western Region. Cadenhead is also the president of Hayward Baker’s sister company, Anderson Drilling which was acquired by parent company Keller Group in […]
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