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18-528: The construction of the lock started in 1893 and was finished in 1908. The lock is 180 metres (590 ft) long and 22 meters (72 feet) wide. The operational depth (TAW) is 6.42 meters (21.1 feet). The lock was built to accommodate the extension of the docklands towards the north. Both the Bonaparte lock (Dutch: bonapartesluis) and the Kattendijk lock (Dutch: kattendijksluis) would not be able to cope with

36-528: A box caisson with pinpoint accuracy. An open caisson 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 are impractical, can also be used to install deep manholes, pump stations and reception/launch pits for microtunnelling , pipe jacking and other operations. A caisson

54-424: A suitable foundation material is encountered. While bedrock is preferred, a stable, hard mud is sometimes used when bedrock is too deep. The four main types of caisson are box caisson , open caisson , pneumatic caisson and monolithic caisson . A box caisson 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

72-618: A suitable sub-foundation. These piles are connected by a foundation pad upon which the column pier is erected. Caisson engineering has been used since at least the 19th century, with three prominent examples being the Royal Albert Bridge (completed in 1859), the Eads Bridge (completed in 1874), and the Brooklyn Bridge (completed in 1883). To install a caisson in place, it is brought down through soft mud until

90-428: Is a watertight retaining structure used, for example, to work on the foundations of a bridge pier , for the construction of a concrete dam , or for the repair of ships . 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, friction pilings may be driven to form

108-559: Is excavated by clamshell excavator bucket on crane. The formation level subsoil may still not be suitable for excavation or bearing capacity . 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: 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;

126-466: Is required. Shallow caissons may be open to the air, whereas pneumatic caissons (sometimes called pressurized caissons ), which penetrate soft mud , are bottomless boxes sealed at the top and filled with compressed air to keep water and mud out at depth. An airlock allows access to the chamber. Workers, called sandhogs in American English, move mud and rock debris (called muck ) from

144-520: Is sunk by self-weight, concrete or water ballast placed on top, or by hydraulic jacks. The leading edge (or cutting shoe ) 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 bentonite slurry, which swells in water, stabilizing settlement by filling depressions and voids. An open caisson may fill with water during sinking. The material

162-555: The pressurized environment of the caisson must decompress at a rate that allows symptom-free release of inert gases dissolved in the body tissues if they are to avoid decompression sickness , a condition first identified in caisson workers, and originally named "caisson disease" in recognition of the occupational hazard. Construction of the Brooklyn Bridge , 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. Barotrauma of

180-518: The H-beams are left extended above the base. A reinforced concrete plug may be placed under the water, a process known as tremie concrete placement . When the caisson is dewatered, this plug acts as a pile cap, resisting the upward forces of the subsoil. A monolithic caisson (or simply a monolith ) 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

198-435: 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. 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. Construction workers who leave

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216-415: The edge of the workspace to a water-filled pit, connected by a tube (called the muck tube ) to the surface. A crane at the surface removes the soil with a clamshell bucket . 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

234-481: The growing traffic and the increasing size of new ocean ships. The lock is named after the Antwerp city engineer Gustaaf Royers (1848–1923). The lock has three sliding gates constructed out of steel with caissons that allow to take ballast . The gates slide on a system of rollers on rails at the bottom at right angles to the longitudinal axis of the lock and disappear into special storage chamber or recess built into

252-401: 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 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 tidal zones . Adjustable anchoring systems combined with a GPS survey enable engineers to position

270-420: The sides, to cover the storage chamber. 51°14′26″N 4°24′05″E  /  51.24056°N 4.40139°E  / 51.24056; 4.40139 Caisson (engineering) In geotechnical engineering , a caisson ( / ˈ k eɪ s ən , - s ɒ n / ; borrowed from French caisson  'box', from Italian cassone  'large box', an augmentative of cassa )

288-445: The sidewall of the dock. After a gate closes, it is ballasted with water and has to deballast before it opens again. There is one gate at each end of the lock and one in between (100 meters from the lower gate). The middle gate had to allow a faster turning time but the gain was very little so the gate was put out of service. For the first time, electrical engines were used to operate the gates. Road traffic can always use at least one of

306-633: The two bridges. The Royers bridge (Dutch royersbrug) is on the side of the river Scheldt . The Lefèbvre bridge (Dutch Lefèbvrebrug) is on the side of the Siberiadok, originally named Afrikadok in 1887, but during the Cold War renamed to Lefèbvredok and now part of the Amerikadok. To prevent association of the name Siberia with the USSR during the cold war, a new name was chosen after Théo Lefèvre , who

324-409: Was prime minister of Belgium at the time. The Royers bridge consists of a road deck on top of the gate and a lift bridge on top of the storage chamber. When opening the lower gate, the bridge is lifted to about 15° to allow the gate to slide inside the storage chamber. The original Lefèbvre bridge has been replaced and now consists of the road deck on top of the gate and a rolling bridge accessible from

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