A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Uplift Capacity of Single-Belled Anchor in Cohesionless Foundation Media
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.
Uplift Capacity of Single-Belled Anchor in Cohesionless Foundation Media
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.
Uplift Capacity of Single-Belled Anchor in Cohesionless Foundation Media
Lecture Notes in Civil Engineering
Latha Gali, Madhavi (editor) / Raghuveer Rao, P. (editor) / Deb, Tanaya (author) / Kumar Pal, Sujit (author)
2020-09-13
16 pages
Article/Chapter (Book)
Electronic Resource
English
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