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Theoretical discussion leading author to conclusion that dams can be built on adequately prepared rock foundation just as safely with sliding factor of 0.80 to 1.0 as dams with much smaller sliding factor built in less favorable foundation, provided that quality of concrete in both cases is same.
Theoretical discussion leading author to conclusion that dams can be built on adequately prepared rock foundation just as safely with sliding factor of 0.80 to 1.0 as dams with much smaller sliding factor built in less favorable foundation, provided that quality of concrete in both cases is same.
Sliding factor in dams
West. Construction News
Floris, A. (author)
1929
4 pages
4 Figs.
Article (Journal)
English
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Engineering Index Backfile | 1969
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