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A platform for research: civil engineering, architecture and urbanism
Test data obtained in several investigations of relation between ultimate bearing capacity and ratio of footing area to loaded area of concrete and rock foundations; results show that for higher ratios (over 10:1), ACI Code requirements are too conservative; alternative design formula is proposed.
Test data obtained in several investigations of relation between ultimate bearing capacity and ratio of footing area to loaded area of concrete and rock foundations; results show that for higher ratios (over 10:1), ACI Code requirements are too conservative; alternative design formula is proposed.
Bearing capacity of concrete
Am Concrete Inst -- J
Shelson, W. (author)
1957
10 pages
Article (Journal)
English
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