Analysis of the shoring systems for the soils with high level of underground water

In this study three completed projects which are located in Adana, Yalova and Mersin cities respectively have been considered. The analysis have been done in PLAXIS 2D program which works with concept of finite elements method. In the project located in Adana city the level of underground water is stabled in one level during all analysis process and parameters such as number of ground anchors row, ground anchor`s angle of installation, ground anchors length and distributed surcharge loads are changed in each analysis. A comparation between the results of each analysis has been discused. The project located in Yalova city has been taken as second example project. In this project the excavation has been done with slope. Different slope angles have been tested and the optimum slope angle has been recommended. In the same example the ground water level and surcharge load has been changed respetively and the analysis has been repeated separately for each condition. Comparation of the results and recommendations have been done. The example project in Mersin city has also been analyzed under different conditions such as ground water level and different supporting elements. The result of analysis for each part has been discused and important recommendations have been done.