A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Arch dams: theory; methods and details of joint grouting
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.
Arch dams: theory; methods and details of joint grouting
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.
Arch dams: theory; methods and details of joint grouting
Am Soc Civ Engrs -- Proc (J Power Div)
Simonds, A.W. (author)
1956
23 pages
Article (Journal)
English
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