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- W3086165496 abstract "This experimental investigation describes the variation in uplift capacity of single-belled anchors due to embedment ratios of 3, 4 and 5, diameter ratios of 0.28, 0.33, 0.38 and 0.46, and bell angles of 45°, 54°, 63° and 72°. The reason for variation in uplift behaviour is explained by failure diagrams. The uplift capacities show consistently increasing trend due to higher embedment ratios and lesser diameter ratios, and are found to be effective to gain uplift capacities for bell angles of 45°, 54° and 63° compared to 72° belled anchors." @default.
- W3086165496 created "2020-09-21" @default.
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- W3086165496 date "2020-01-01" @default.
- W3086165496 modified "2023-09-26" @default.
- W3086165496 title "Uplift Capacity of Single-Belled Anchor in Cohesionless Foundation Media" @default.
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- W3086165496 doi "https://doi.org/10.1007/978-981-15-6090-3_9" @default.
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