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Floating raft is a land-based building foundation that protects it against settlement and liquefaction of soft soil from seismic activity. It was a necessary innovation in the development of tall buildings in the wet soil of Chicago in the 19th century, when it was developed by John Wellborn Root who came up with the idea of interlacing the concrete slab with steel beams.
A boundary/domain element method for analysis of building raft foundations, Engineering Analysis with Boundary Elements, 29, 859-877, (2005). Rashed, Y. F., A relative quantity integral equation formulation for evaluation of boundary stress resultants in shear deformable plate bending problems, Eng. Analysis with Boundary Elements 32, 152–161 ...
Piled raft underpinning systems are commonly used when an entire building needs to be underpinned. The internal floors are completely removed, a grid of piles is installed, and a reinforced concrete raft is then constructed over the complete floor level, picking up and fully supporting all external and internal walls.
A pile cap is a thick concrete mat that rests on concrete or timber piles that have been driven into soft or unstable ground to provide a suitable stable foundation. It usually forms part of the deep foundation of a building, typically a multi-story building, structure or support base for heavy equipment, or of a bridge.
The Kingdom Center is built on a four-meter-thick, 3,100-square-meter raft foundation. [15] Its structure consists of two systems: reinforced concrete columns, beams, and core for the first 180 meters, and a tubular steel frame structure for the building's remaining height. [9] [15]
To support the 60 story condo tower, One Rincon Hill South Tower has a massive 4-metre (13 ft) thick pile-raft foundation embedded deep into serpentine rock. Although some engineers view serpentine rock with suspicion, there are massive structures, such as the Golden Gate Bridge, that have foundations on rock that is largely serpentine. [27]
Waffle slab foundations adhere to International Building Code requirements. By 2008, most states put into effect the changes adopted in the 2006 IBC and, in regards to foundations, the on-grade mat foundation has become a more attractive design because, as an engineered system, it already accommodates the 2008 design recommendations, and required no major modifications to bring it into compliance.
RAFT polymerization today is mainly carried out by thiocarbonylthio chain transfer agents. It was first reported by Rizzardo et al. in 1998. [6] RAFT is one of the most versatile methods of controlled radical polymerization because it is tolerant of a very wide range of functionality in the monomer and solvent, including aqueous solutions. [7]