Slope Stability Evaluation of Basement Excavation: A Case Study

A deep excavation should be designed and implemented together with the precautions to prevent any loss of stability structural damage in infrastructure superstructure elements neighboring parcels risks against construction worker's health safety. This study represents an example soil that may occur due foundation excavation. The features affected by were analyzed through a geological survey models created for each analysis stages. investigates slope analyses take place during commonly used limit equilibrium (LE) methods. In this article, problems around before basement 3-storey school building Istinye Neighborhood Istanbul Sarıyer district are examined. First, geotechnical parameters determined obtaining detailed drilling reports region. Then area was modeled Rocscience Slide 6.0 program based on method. Following evaluation excavations, beveled made safety after excavations found sufficient.