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Tasman bridge foundations
Problems met in installing 54 in. diam steel casings through clay to depths of over 200 ft for bored pile foundations of bridge and methods adopted to overcome difficulties; feature emerged was necessity of predesign of subsurface investigation; evaluation of importance of seismic surveys for design; required capacities were ultimately achieved by cyclic preloading of each pile up to its design specification.
Tasman bridge foundations
Problems met in installing 54 in. diam steel casings through clay to depths of over 200 ft for bored pile foundations of bridge and methods adopted to overcome difficulties; feature emerged was necessity of predesign of subsurface investigation; evaluation of importance of seismic surveys for design; required capacities were ultimately achieved by cyclic preloading of each pile up to its design specification.
Tasman bridge foundations
Instn Engrs, Australia -- J
Trollope, D.H. (author) / Freeman, M. (author) / Peck, G.M. (author)
1966
14 pages
Article (Journal)
English
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