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Actual Deflections and Temperatures in a Trial-Load Arch Dam
It is shown that the amount of heat generated in a concrete mass can be calculated closely so that the construction methods and schedule can be arranged accordingly. If necessary the cooling can be accelerated without harm to the concrete. It is also shown that the concrete in the interior of a mass, where the setting heat is greatest, is as strong as, or stronger than, that nearer the surface. There is a satisfactory agreement between the actual and the calculated radial and tangential deflections.
Actual Deflections and Temperatures in a Trial-Load Arch Dam
It is shown that the amount of heat generated in a concrete mass can be calculated closely so that the construction methods and schedule can be arranged accordingly. If necessary the cooling can be accelerated without harm to the concrete. It is also shown that the concrete in the interior of a mass, where the setting heat is greatest, is as strong as, or stronger than, that nearer the surface. There is a satisfactory agreement between the actual and the calculated radial and tangential deflections.
Actual Deflections and Temperatures in a Trial-Load Arch Dam
Larned, A. T. (author) / Merrill, W. S. (author)
Transactions of the American Society of Civil Engineers ; 99 ; 897-935
2021-01-01
391934-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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