Comparative analysis of an anchored retaining wall system in a deep foundation excavation: A case study of Sivas Cultural Center Building in Türkiye

Modeling the surface element and support system in deep excavation pits investigating deformation mechanism is an important issue. In this study, alternative solution methods for anchored bored pile model are compared discussed, it aimed to contribute studies be carried out area. A numerical analysis of retaining wall design examined case Sivas cultural center building's using Plaxis 2D GGU-Retain software. Measured field data simulated results discussed. As a result, bending moment lateral reach maximum when foundation pit excavated bottom. It can said that value found with within allowable limits, closer data, provides sufficient quality. The research will provide theoretical practical knowledge designing constructing similar optimal strategy.