Investigation of uplift behavior of group anchors
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Abstract (EN)
In this study, uplift capacity of anchor plates embedded in sand was investigated by conducting model tests. Square shaped plate anchors were used in the tests. The parameters investigated are the uplift capacity of embedment ratio, density of sand, spacing between anchors and configuration. FE analysis of the test models were also carried out by using the FEM program, PLAXIS 3D Foundation. The numerical analysis were conducted under 3D. The results obtained from the numerical method are compared with the experimental values. After comparing the results of experiments and the numerical studies some practical design parameters were suggested for the relevant foundation engineering applications. Keywords: Plate anchors, uplift capacity, breakout factor, group efficiency PLAXIS
Author
Buse Emirler
How to Cite
Buse Emirler (Master Thesis). Investigation of uplift behavior of group anchors, 2013, Çukurova University.
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License
Tüm Hakları Saklıdır
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