Knowledge (XXG)

Caisson (engineering)

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deep caissons, as unsupported excavations can collapse before the caisson form can be inserted. In this manner, the earth placed around the empty caisson form provides stability and strength, allowing concrete to be poured with fewer complications and with less risk of a form blowout. While, technically, only the form itself is actually a caisson, it is not uncommon for any below-grade cast concrete pillar to be referred to as, simply, a
31: 331:. The water pressure in the tube balances the air pressure, with excess air escaping up the muck tube. The pressurized air flow must be constant to ensure regular air changes for the workers and prevent excessive inflow of mud or water at the base of the caisson. When the caisson hits bedrock, the sandhogs exit through the airlock and fill the box with concrete, forming a solid foundation pier. 791: 439:
is also sometimes used as a colloquial term for a reinforced concrete structure formed by pouring into a hollow cylindrical form, typically by placing a caisson form below grade in an open excavation and pouring once backfill is complete, or by drilling at grade, although this can be problematic with
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is a prefabricated concrete box (with sides and a bottom); it is set down on prepared bases. Once in place, it is filled with concrete to become part of the permanent works, such as the foundation for a bridge pier. Hollow concrete structures are usually less dense than water so a box caisson must
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is similar to a box caisson, except that it does not have a bottom face. It is suitable for use in soft clays (e.g. in some river-beds), but not for where there may be large obstructions in the ground. An open caisson that is used in soft grounds or high water tables, where open trench excavations
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is also used as a name for an airtight housing for ventilation filters in facilities that handle hazardous materials. The housing usually has an upstream compartment for a pre-filter element and a downstream compartment for a high-efficiency filter element. It may have multiple sets of
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compartments. The housing has gasketed access doors to allow for the change out of the filter elements. The housing is usually equipped with connection points used to test the efficiency of the filters and monitor changes in the differential pressure across the filter media.
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H-beam sections (typical column sections, due to resistance to bending in all axis) may be driven at angles "raked" to rock or other firmer soils; the H-beams are left extended above the base. A reinforced concrete plug may be placed under the water, a process known as
244:. The water in the caisson (due to a high water table) balances the upthrust forces of the soft soils underneath. If dewatered, the base may "pipe" or "boil", causing the caisson to sink. To combat this problem, piles may be driven from the surface to act as: 334:
A pneumatic (compressed-air) caisson has the advantage of providing dry working conditions, which is better for placing concrete. It is also well suited for foundations for which other methods might cause settlement of adjacent structures.
229:) of the caisson is sloped out at a sharp angle to aid sinking in a vertical manner; it is usually made of steel. The shoe is generally wider than the caisson to reduce friction, and the leading edge may be supplied with pressurised 524:
Knight's American mechanical dictionary A description of tools, instruments, machines, processes, and engineering; history of inventions; general technological vocabulary; and digest of mechanical appliances in science and the
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Caissons are constructed in such a way that the water can be pumped out, keeping the work environment dry. When piers are being built using an open caisson, and it is not practical to reach suitable soil,
480: – Barrier allowing liquid to be pumped out of an enclosed area, a temporary water-excluding structure built in place, sometimes surrounding a working area as does an open caisson. 594: 583: 354:, which was built with the help of pressurised caissons, resulted in numerous workers being either killed or permanently injured by caisson disease during its construction. 279:) is larger than the other types of caisson, but similar to open caissons. Such caissons are often found in quay walls, where resistance to impact from ships is required. 233:
slurry, which swells in water, stabilizing settlement by filling depressions and voids. An open caisson may fill with water during sinking. The material is excavated by
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Anchors, in that they resist flotation because of the friction at the interface between their surfaces and the surrounding earth into which they have been driven.
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be ballasted or anchored to keep it from floating until it can be filled with concrete. Sometimes elaborate anchoring systems may be required, such as in
561: 350:, a condition first identified in caisson workers, and originally named "caisson disease" in recognition of the occupational hazard. Construction of the 429:
elevation to another; the water is retained on the inside of the caisson, or excluded from the caisson, according to the respective operating principle.
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may be driven to form a suitable sub-foundation. These piles are connected by a foundation pad upon which the column pier is erected.
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The caisson as a new element in concrete dam construction; a proposal made in connection with the Columbia River Power Project
205:. Adjustable anchoring systems combined with a GPS survey enable engineers to position a box caisson with pinpoint accuracy. 168:
To install a caisson in place, it is brought down through soft mud until a suitable foundation material is encountered. While
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A caisson is sunk by self-weight, concrete or water ballast placed on top, or by hydraulic jacks. The leading edge (or
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is preferred, a stable, hard mud is sometimes used when bedrock is too deep. The four main types of caisson are
307:, are bottomless boxes sealed at the top and filled with compressed air to keep water and mud out at depth. An 39: 556: 346:
at a rate that allows symptom-free release of inert gases dissolved in the body tissues if they are to avoid
343: 263:. When the caisson is dewatered, this plug acts as a pile cap, resisting the upward forces of the subsoil. 148:
Caisson engineering has been used since at least the 19th century, with three prominent examples being the
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are impractical, can also be used to install deep manholes, pump stations and reception/launch pits for
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Rigid structure to provide workers with a dry working environment below water level
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The formation level subsoil may still not be suitable for excavation or
118:) is a watertight retaining structure used, for example, to work on the 410: 308: 169: 260: 123: 426: 286: 745:. 4th ed. Geneva: International Labor Office, 1998. 36.5. Print. 134: 371:
Caissons have also been used in the installation of hydraulic
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where a single-stage ram is installed below the ground level.
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Greater Gotham: A History of New York City from 1898 to 1919
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in which boats and ships rest while being lifted from one
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An outline of ship building, theoretical and practical
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Improvement in construction of sub-aqueous foundations
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in American English, move mud and rock debris (called
76: 70: 61: 55: 52: 568:. New York: Spon & Chamberlain; , 1916. Print. 535:. vol. 1. Boston: Houghton, Osgood and Co., 1880. 295:Shallow caissons may be open to the air, whereas 34:Schematic cross section of a pressurized caisson 743:Encyclopaedia of occupational health and safety 291:Pneumatic caisson, supplied with compressed air 577:Wilson, Theodore Delavan, and Edward J. Reed. 311:allows access to the chamber. Workers, called 251:, in that they transmit loads to deeper soils. 8: 710:. Archived from the original on 2011-08-22 358:of the ears, sinus cavities and lungs and 645:. Third Edition. Oxford: Longman, 1999. 521:"Caisson" def. 3. Knight, Edward Henry. 29: 514: 327:at the surface removes the soil with a 763:. Arromanches: Musée de Débarquement. 720: 590:. New York: J. Wiley & son, 1873. 222:, pipe jacking and other operations. 129:, for the construction of a concrete 7: 757:"The story of the Mulberry harbours" 388:used during the World War II Allied 338:Construction workers who leave the 767:from the original on 19 March 2008 25: 612:"The History of Caisson Drilling" 484:Offshore geotechnical engineering 789: 642:Advanced construction technology 48: 622:from the original on 2022-12-09 384:, were an integral part of the 448:Ventilation filtration systems 413:for the moving trough part of 1: 156:(completed in 1874), and the 237:excavator bucket on crane. 828: 472:Air lock diving-bell plant 727:: CS1 maint: unfit URL ( 653:, 0582316170. 173. 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Print. 540:Archived 529:Archived 460:See also 423:inclines 313:sandhogs 277:monolith 796:Caisson 755:Staff. 491:Patents 452:caisson 442:caisson 437:Caisson 411:synonym 407:caisson 381:Phoenix 309:airlock 170:bedrock 104:cassone 98:Italian 92:caisson 44:caisson 771:1 June 706:  673:  649:  124:bridge 86:French 427:canal 325:crane 164:Types 135:ships 122:of a 115:cassa 100: 88: 773:2017 729:link 704:PMID 671:ISBN 647:ISBN 525:arts 421:and 317:muck 209:Open 184:and 127:pier 42:, a 592:383 537:420 305:mud 213:An 192:Box 131:dam 112:of 38:In 808:: 759:. 725:}} 721:{{ 700:31 698:. 694:. 614:. 501:– 435:: 417:, 271:A 196:A 188:. 180:, 176:, 137:. 68:,- 65:ən 59:eɪ 775:. 731:) 717:. 679:. 629:. 444:. 392:. 80:/ 77:n 74:ɒ 71:s 62:s 56:k 53:ˈ 50:/ 46:( 20:)

Index

Pneumatic caissons

geotechnical engineering
/ˈksən,-sɒn/
French
caisson
Italian
cassone
augmentative
cassa
foundations
bridge
pier
dam
ships
friction pilings
Royal Albert Bridge
Eads Bridge
Brooklyn Bridge
bedrock
tidal zones
microtunnelling
bentonite
clamshell
bearing capacity
Load-bearing walls
tremie concrete placement

mud
airlock

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