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" The rock formations which make up the foundation and abutments at the site are homogeneous and uniformly elastic in all directions, and are strong enough to carry the applied loads with stresses well below the elastic limit. 2. The concrete in the dam... "
Dams and Control Works - Page 236
by United States. Bureau of Reclamation - 1938
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Boulder Canyon Project: Final Reports

Arch dams - 1938
...at the site are homogeneous and uniformly elastic in all directions, and are strong enough to carry applied loads with stresses well below the elastic...homogeneous and uniformly elastic in all directions and strong enough to carry applied loads with stresses well below the elastic limit. 3. The dam is thoroughly...
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The Colorado-Big Thompson Project, Constructed 1938-56: Dams and reservoirs

United States. Bureau of Reclamation - Colorado - 1957
...at the dam site, and these formations are capable of carrying the loads transmitted by the dam. (5) The concrete in the dam is homogeneous and uniformly elastic in all directions, and strong enough to carry applied loads with stresses well below the elastic limit. (6) Uplift forces...
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Glen Canyon Dam and Powerplant: Constructed 1957-1966; Colorado River ...

United States. Bureau of Reclamation - Glen Canyon Dam (Ariz.) - 1970 - 658 pages
...the elastic limit. (6) Concrete in the dam is homogeneous and uniformly elastic in all directions and strong enough to carry the applied loads with stresses well below the elastic limit. (7) The arches and cantilevers are assumed fixed relative to the foundation rock. 27. PRELIMINARY DESIGNS....
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