Posted Sep 18, 2018, 4:19 PM
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BANNED
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Join Date: Mar 2006
Location: chicagoland
Posts: 12,741
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Quote:
Originally Posted by Art Vandelay AIA
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Great find but holey shit, that job must have made working in the stock yards a breeze. Its also incredible how long this process was used, with some hand digging into the mid 1960's.
The method of installing Hand Dug Caissons was one of back breaking labor, common sense, and pure ingenuity_ The work was perfonned under the risk of soil collapse, and the potential inflow of water and methane gas. The conunon procedure involved tongue and groove wood lagging installed and braced by iron rings to line the shaft and support unstable soils. Shovels and air spades were used to dig the clay, and small "derricks" were set up over each caisson, with a tripod and airdriven winch to hoist up the well buckets of spoil and lift the workmen in and out of the shafts. Typical practice was to dig the clay ill increments of 5'-4", then the section would be lined with the lagging boards like the staves of a barrel. Each 5'-4" segment of the shaft was called a "set".
Usually a crew of 3 men would work as a team to excavate the typical hand dug caisson, which was a minimum of 48" in diameter, allowing at least one man to work efficiently within the shaft. The team consisted of a headman, the dumper and a hand miner. The team was expected to dig 16 feet, or three "sets" of lagging, per 8 hour shift. Additional hand miners would be added if the shaft was large enough for more than I miner. This process was repeated until the required bearing depth on the hardpan was reached.
to this
Rock caissons for the Trump Tower (90 stories) in 2005 were designed and installed at 250 tsf; two years later the Aqua Building (80 stories) was built with the same design. Both of these structures have 10ft. diameter rock caissons grouped beneath their cores; each of which has a capacity of 35,000K.
Foundations for the proposed ISO-story Chicago Spire were installed in 2008 in a very efficient circular layout of 34 ten-ft. diameter rock caissons with a design bearing pressure of 300 tsf and a capacity of 42,500K; these are believed to be the highest capacity single deep foundation elements ever installed in the U.S
Last edited by bnk; Sep 18, 2018 at 4:48 PM.
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