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- W12259124 abstract "A set of controlled experiments has been carried out in which the ultimate bearing capacity are various locations within a granular approach fill for a spill-through bridge abutment was measured. It was shown that existing design procedures for spread-footing-supported abutments in approach fills aare unduly conservative, and it is recommended that the experimentally determined bearing- capacity values be used as the basis for design. (Author)" @default.
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- W12259124 date "1980-01-01" @default.
- W12259124 modified "2023-09-23" @default.
- W12259124 title "ADVANTAGES OF FOUNDING BRIDGE ABUTMENTS ON APPROACH FILLS (ABIDGMENT)" @default.
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