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- W54442821 abstract "At present time, tapered multi-helical anchor is commonly used to carry uplift loads. But the extensive use of helical anchor system has been limited due to the lack of a rational analysis technique to describe anchor behaviour. Therefore, this paper has been focused emphasis on the determination of the uplift capacity of multi-helical anchor(attached two helix) in sand. To examine the behaviour characteristics of helical anchor due to pullout, model tests were conducted with respect to various embedment depths and soil types. The results of model test are compared with the those of other test results. Based on the test results, the ultimate uplift capacity and critical embedment ratio of helical anchor with variation of soil conditions and embedment depths are proposed. Further, the test result are compared to previous theory for application of rational design with variation of embedment ratios and soil types." @default.
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- W54442821 date "1998-01-01" @default.
- W54442821 modified "2023-09-23" @default.
- W54442821 title "A Study on the Ultimate Uplift Capacity of Helical Anchors in Various Soil Densities" @default.
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