Research Article
Jan 1919
Improving Arch Action in Arch Dams
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 83, Issue 1
Abstract
In this paper the reasons for arch (rib) shortening, and the resulting opening up of the contraction joints on unloaded arch dams, are first discussed. Crown deflections, plotted from measurements taken during a series of years on an arch dam, are given and discussed. The deflection curves indicate very plainly the great influence of temperature changes on the deformation of arch dams, and therefore, also, on the stresses in the building material (concrete) used.
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© 1919 American Society of Civil Engineers.
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Published in print: Jan 1919
Published online: Feb 10, 2021
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L. R. Jorgensen, M.ASCE
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.