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Use of pressure grouting to correct defects, reduce seepage, and eliminate uplift pressure in foundations of dams, spillways, and intake towers, to control leakage in tunnels, and to fill cracks and joints in main dam, making it monolithic structure; use of unprecedentedly high pressures, decreasing grout water-cement ratios with increased rate of pumping; grout pumps.
Use of pressure grouting to correct defects, reduce seepage, and eliminate uplift pressure in foundations of dams, spillways, and intake towers, to control leakage in tunnels, and to fill cracks and joints in main dam, making it monolithic structure; use of unprecedentedly high pressures, decreasing grout water-cement ratios with increased rate of pumping; grout pumps.
Designs for grouting at Boulder dam
Civ Eng (NY)
Werner, A.V. (author)
1936
5 pages
Article (Journal)
English
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| Engineering Index Backfile | 1936
Grouting foundations of Boulder Dam
| Engineering Index Backfile | 1936
Grouting contraction joints at Boulder dam
| Engineering Index Backfile | 1937
Extensive rock grouting at Boulder dam
Engineering Index Backfile | 1935
Movement of Boulder dam due to grouting
| Engineering Index Backfile | 1937