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This paper describes the execution challenges faced during single stage pumping of concrete through 2.432 km.
The pumping of concrete is an important part of modern construction processes.
The last decade, significant advances have been made in investigating, understanding and predicting the flow characteristics during pumping of concrete.
Morinaga (1973) noted that based on theoretical flow behaviors of concrete, the pumping of concrete would not be possible without the formation of the lubrication layer.
Therefore, the pumping of concrete can be generally considered to be the shearing of an annular layer of unknown thickness and made of a material with certain rheological properties.
Morinaga (1973) also noted that, from a theoretical point of view, considering the rheological parameters of the material, the pumping of concrete would not be possible without the formation of this slippage layer.
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In this paper a method is introduced to find an optimized ratio of pumping concrete based on concrete rheology.
The hollow centers were then pumped full of concrete, forming a thick, solid wall.
An important application of coarse-slurry pipeline is "concrete pumping," in which concrete is pumped from a parked truck through a portable steel pipe attached to a side boom to reach rooftops and bridge decks.
However, it is still months away from being in a position to stop the leak by intercepting the original well and pumping it full of concrete or other heavy liquid.
This building also experienced the dares of pumping concrete beyond 520-m in height.
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