Numerical design of shoring structures
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Abstract (EN)
In this study, numerical analysis of bored pilled shoring systems supported by prestressed ground anchor constructed to provide stabilitiy after excavation on sandy and clay soil was carried out. In numerical analysis, PLAXIS 2D (Finite Element Code for Soil and Rock Analysis) computer software which works with the logic of finite element method was used. Within the scope of the study, critical sections were determined and deep excavation analyzes were made by modeling with Plaxis 2D. The results of the analysis were compared with the inclinometer readings placed on the related facades in the field. However, the effects of changes in anchor unconstrained length and bored pile socket length on shoring system were examined in terms of horizontal displacement and the results were interpreted.
Author
Elçin Ünal
How to Cite
Elçin Ünal (Master Thesis). Numerical design of shoring structures, 2019, Osmaniye Korkut Ata University.
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