Research Article
May 1965
Cellular Concrete Block Revetment
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VIEW THE REPLYPublication: Journal of the Waterways and Harbors Division
Volume 91, Issue 2
Abstract
An experimental revetment of specially designed cellular concrete revetment blocks was constructed on an eroding streambank in western New York. Over a period of 8 yr the 4-in. thick revetment has given satisfactory performance under severe conditions. In contrast, an adjacent revetment of quarried stone riprap has been less effective in withstanding the erosive forces. Square holes run entirely through the depth of the block. These holes serve several purposes: They mechanically hold gravel and crushed stone in place, thus reducing the erosive forces at the surface of the bank; allow planting of vegatative materials on the bank; and reduce the block weight making handling easier. When the blocks are mass-produced and where quarried stone is available locally, the costs of the types of revetments would be approximately the same.
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Published In
Journal of the Waterways and Harbors Division
Volume 91 • Issue 2 • May 1965
Pages: 27 - 60
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: May 1965
Published online: Feb 12, 2021
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Authors
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Donald A. Parsons, M.ASCE
Hydr. Engr., USDA Sedimentation Lab., Agric. Research Serv., Soil and Water Conservation Research Div., Southern Branch, Oxford, Miss.
Robert P. Apmann, AM.ASCE
Hyclr. Engr., USDA, Agric, Research Ser., Soil and Water Conservation Research Div., Northeast Branch, East Aurora, N. Y.
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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.