A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Extensive rock grouting at Boulder dam
Grouting in diversion and penstock tunnels as well as under dam, at pressures up to 1000 lb per sq in., including complete grout curtain at abutements of dam; drill bits and pipe connection for grouting contact area between rock foundation and concrete of dam; relation of low-pressure grout and vent holes in tunnel lining.
Extensive rock grouting at Boulder dam
Grouting in diversion and penstock tunnels as well as under dam, at pressures up to 1000 lb per sq in., including complete grout curtain at abutements of dam; drill bits and pipe connection for grouting contact area between rock foundation and concrete of dam; relation of low-pressure grout and vent holes in tunnel lining.
Extensive rock grouting at Boulder dam
Eng News-Rec
Engineering News-Record ; 114
1935
3 pages
Article (Journal)
English
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| Engineering Index Backfile | 1936
Grouting foundations of Boulder Dam
| Engineering Index Backfile | 1936
Designs for grouting at Boulder dam
| Engineering Index Backfile | 1936
Grouting contraction joints at Boulder dam
| Engineering Index Backfile | 1937
Movement of Boulder dam due to grouting
| Engineering Index Backfile | 1937