Arch Dams: Theory, Methods, and Details of Joint Groutingby A.W. Simonds,
Serial Information: Journal of the Power Division, 1956, Vol. 82, Issue 3, Pg. 1-23
Document Type: Journal Paper
Procedure developed whereby contraction joints of arch dams are pressure-grouted, making structure monolithic; metal seals capable of expansion and contraction are installed around peripheries of joints or areas to be grouted so as to hold grout in joint; special systems of piping with outlets to faces of joint are used for conveying fluid grout into joints; abnormal stresses due to grout pressure can be controlled.
Subject Headings: Grouting | Arch dams | Joints | Piping erosion | Metals (material)
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